text:
@article{ ISI:000280615000004,
Author = {Harper, Paul W. and Hallett, Stephen R.},
Title = {{A fatigue degradation law for cohesive interface elements - Development
   and application to composite materials}},
Journal = {{INTERNATIONAL JOURNAL OF FATIGUE}},
Year = {{2010}},
Volume = {{32}},
Number = {{11}},
Pages = {{1774-1787}},
Month = {{NOV}},
Abstract = {{A cohesive zone interface element degradation law is presented for
   analyzing delamination crack propagation under cyclic loading.
   Development of the law is based on a detailed study of the numerical
   cohesive zone and the extraction of strain energy release rate from this
   zone, enabling a direct link with experimental Paris Law data. The law
   is implemented using three-dimensional interface elements within the
   explicit finite element code LS-Dyna. Validation is presented by way of
   application to composite material fatigue fracture toughness tests;
   Double Cantilever Beam for Mode I. End Notch Flexure for mode II and
   Mixed Mode Bending for the mixed mode case. In all cases good agreement
   with experimental data available in the open literature and/or
   theoretical solutions was obtained. (C) 2010 Elsevier Ltd. All rights
   reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Harper, PW (Reprint Author), Univ Bristol, Adv Composites Ctr Innovat \& Sci, Queens Bldg, Bristol BS8 1TR, Avon, England.
   Harper, Paul W.; Hallett, Stephen R., Univ Bristol, Adv Composites Ctr Innovat \& Sci, Bristol BS8 1TR, Avon, England.}},
DOI = {{10.1016/j.ijfatigue.2010.04.006}},
ISSN = {{0142-1123}},
Keywords = {{Cohesive zone; Delamination; Interface elements; Fatigue}},
Keywords-Plus = {{ADHESIVELY-BONDED JOINTS; ZONE MODEL; DELAMINATION GROWTH; CRACK GROWTH;
   PROGRESSIVE DELAMINATION; NUMERICAL-SIMULATION; DECOHESION ELEMENTS;
   FRACTURE; SPECIMENS; DAMAGE}},
Research-Areas = {{Engineering; Materials Science}},
Web-of-Science-Categories  = {{Engineering, Mechanical; Materials Science, Multidisciplinary}},
Author-Email = {{paul.harper@bris.ac.uk}},
ResearcherID-Numbers = {{Hallett, Stephen/D-2573-2011}},
ORCID-Numbers = {{Hallett, Stephen/0000-0003-0751-8323}},
Number-of-Cited-References = {{44}},
Times-Cited = {{67}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{44}},
Journal-ISO = {{Int. J. Fatigue}},
Doc-Delivery-Number = {{634VX}},
Unique-ID = {{ISI:000280615000004}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000277222700017,
Author = {Khoramishad, H. and Crocombe, A. D. and Katnam, K. B. and Ashcroft, I.
   A.},
Title = {{Predicting fatigue damage in adhesively bonded joints using a cohesive
   zone model}},
Journal = {{INTERNATIONAL JOURNAL OF FATIGUE}},
Year = {{2010}},
Volume = {{32}},
Number = {{7}},
Pages = {{1146-1158}},
Month = {{JUL}},
Abstract = {{A reliable numerical damage model has been developed for adhesively
   bonded joints under fatigue loading that is only dependant on the
   adhesive system and not on joint configuration. A bi-linear
   traction-separation description of a cohesive zone model was employed to
   simulate progressive damage in the adhesively bonded joints.
   Furthermore, a strain-based fatigue damage model was integrated with the
   cohesive zone model to simulate the deleterious influence of the fatigue
   loading on the bonded joints. To obtain the damage model parameters and
   validate the methodology, carefully planned experimental tests on
   coupons cut from a bonded panel and separately manufactured single lap
   joints were undertaken. Various experimental techniques have been used
   to assess joint damage including the back-face strain technique and in
   situ video microscopy. It was found that the fatigue damage model was
   able to successfully predict the fatigue life and the evolving back-face
   strain and hence the evolving damage. (C) 2010 Elsevier Ltd. All rights
   reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Crocombe, AD (Reprint Author), Univ Surrey, Fac Engn \& Phys Sci J5, Surrey GU2 7XH, England.
   Khoramishad, H.; Crocombe, A. D.; Katnam, K. B., Univ Surrey, Fac Engn \& Phys Sci J5, Surrey GU2 7XH, England.
   Ashcroft, I. A., Univ Loughborough, Wolfson Sch Mech \& Mfg Engn, Loughborough LE11 3TU, Leics, England.}},
DOI = {{10.1016/j.ijfatigue.2009.12.013}},
ISSN = {{0142-1123}},
EISSN = {{1879-3452}},
Keywords = {{Adhesively bonded joints; Cohesive zone model; Fatigue damage modelling;
   Thick laminated substrates; Back-face strain; Video microscopy}},
Keywords-Plus = {{FINITE-ELEMENT APPROACH; SINGLE-LAP JOINTS; CRACK-GROWTH; FRACTURE;
   DELAMINATION; SIMULATION; INTERFACE; LIFE; COMPOSITES; PARAMETERS}},
Research-Areas = {{Engineering; Materials Science}},
Web-of-Science-Categories  = {{Engineering, Mechanical; Materials Science, Multidisciplinary}},
Author-Email = {{a.crocombe@surrey.ac.uk}},
ResearcherID-Numbers = {{Katnam, Kali Babu/F-1389-2010
   Khoramishad, Hadi/H-2355-2017
   }},
ORCID-Numbers = {{Katnam, Kali/0000-0003-2382-905X}},
Funding-Acknowledgement = {{TSB; Airbus in the UK; BAE Systems; Imperial College}},
Funding-Text = {{The authors gratefully acknowledge support from TSB, Airbus in the UK,
   BAE Systems, Imperial College and Mr. Sugiman.}},
Number-of-Cited-References = {{48}},
Times-Cited = {{66}},
Usage-Count-Last-180-days = {{4}},
Usage-Count-Since-2013 = {{41}},
Journal-ISO = {{Int. J. Fatigue}},
Doc-Delivery-Number = {{590JV}},
Unique-ID = {{ISI:000277222700017}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000280382500010,
Author = {Ji, Gefu and Ouyang, Zhenyu and Li, Guoqiang and Ibekwe, Samuel and
   Pang, Su-Seng},
Title = {{Effects of adhesive thickness on global and local Mode-I interfacial
   fracture of bonded joints}},
Journal = {{INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES}},
Year = {{2010}},
Volume = {{47}},
Number = {{18-19}},
Pages = {{2445-2458}},
Month = {{SEP}},
Abstract = {{The interfacial fracture of adhesively bonded structures is a critical
   issue for the extensive applications to a variety of modern industries.
   In the recent two decades, cohesive zone models (CZMs) have been
   receiving intensive attentions for fracture problems of adhesively
   bonded joints. Numerous global tests have been conducted to measure the
   interfacial toughness of adhesive joints. Limited local tests have also
   been conducted to determine the interface traction-separation laws in
   adhesive joints. However, very few studies focused on the local test of
   effects of adhesive thickness on the interfacial traction-separation
   laws. Interfacial toughness and interfacial strength, as two critical
   parameters in an interfacial traction-separation law, have important
   effect on the fracture behaviors of bonded joints. In this work, the
   global and local tests are employed to investigate the effect of
   adhesive thickness on interfacial energy release rate, interfacial
   strength, and shapes of the interfacial traction-separation laws.
   Basically, the measured laws in this work reflect the equivalent and
   lumped interfacial fracture behaviors which include the cohesive
   fracture, damage and plasticity. The experimentally determined
   interfacial traction-separation laws may provide valuable baseline data
   for the parameter calibrations in numerical models. The current
   experimental results may also facilitate the understanding of adhesive
   thickness-dependent interface fracture of bonded joints. (C) 2010
   Elsevier Ltd. All rights reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Li, GQ (Reprint Author), Louisiana State Univ, Dept Mech Engn, Baton Rouge, LA 70803 USA.
   Ji, Gefu; Li, Guoqiang; Pang, Su-Seng, Louisiana State Univ, Dept Mech Engn, Baton Rouge, LA 70803 USA.
   Ouyang, Zhenyu; Li, Guoqiang; Ibekwe, Samuel, Southern Univ, A\&M Coll, Dept Mech Engn, Baton Rouge, LA 70813 USA.}},
DOI = {{10.1016/j.ijsolstr.2010.05.006}},
ISSN = {{0020-7683}},
Keywords = {{Cohesive zone model; Bonded joints; Adhesive thickness; Toughness;
   Plastic zone; Interfacial strength; Cohesive law; Cohesive strength}},
Keywords-Plus = {{CRACK-GROWTH RESISTANCE; COHESIVE LAW; LAYER; DELAMINATION; DEFORMATION;
   COMPOSITES; ADHERENDS; TOUGHNESS; BEHAVIOR; EPOXY}},
Research-Areas = {{Mechanics}},
Web-of-Science-Categories  = {{Mechanics}},
Author-Email = {{guoli@me.lsu.edu}},
ResearcherID-Numbers = {{Ji, Gefu/F-5468-2012}},
Funding-Acknowledgement = {{NSF {[}NSF/CMMI0900064]; NASA/EPSCoR {[}NASA/LEQSF (2007-10)-Phase3-01];
   LONI Project {[}LEQSF (2007-12)-ENH-PKSFI-PRS-01, 17120]}},
Funding-Text = {{This study is based upon work supported by the NSF under Grant No.
   NSF/CMMI0900064 and by the NASA/EPSCoR under Grant No. NASA/LEQSF
   (2007-10)-Phase3-01. The authors are grateful for the support by LONI
   Project under the Grant No. LEQSF (2007-12)-ENH-PKSFI-PRS-01
   (Subcontract No. 17120).}},
Number-of-Cited-References = {{49}},
Times-Cited = {{64}},
Usage-Count-Last-180-days = {{4}},
Usage-Count-Since-2013 = {{33}},
Journal-ISO = {{Int. J. Solids Struct.}},
Doc-Delivery-Number = {{631WY}},
Unique-ID = {{ISI:000280382500010}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000281225700003,
Author = {Demaske, Brian J. and Zhakhovsky, Vasily V. and Inogamov, Nail A. and
   Oleynik, Ivan I.},
Title = {{Ablation and spallation of gold films irradiated by ultrashort laser
   pulses}},
Journal = {{PHYSICAL REVIEW B}},
Year = {{2010}},
Volume = {{82}},
Number = {{6}},
Month = {{AUG 25}},
Abstract = {{By extending molecular-dynamics simulation to the experimental
   micrometer length scale, we observed the complete dynamics of gold films
   subjected to ultrashort (less than or similar to 1 ps) laser
   irradiation, culminating in cavitation then ablation of the melt at the
   front, and crack nucleation then spallation at the rear side of the
   sample. For thick films (>0.5 mu m) ablation and spallation are
   spatially separated; whereas for thin films, they merge into a unique
   damage process, which leads to a dependence of ablation threshold on
   film thickness. This work provides insights into thermomechanical
   dynamics of irradiated metal films, including coupling-decoupling of
   ablation and spallation processes, and opens up a field of direct
   comparison between experiment and atomistic simulations.}},
Publisher = {{AMER PHYSICAL SOC}},
Address = {{ONE PHYSICS ELLIPSE, COLLEGE PK, MD 20740-3844 USA}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Demaske, BJ (Reprint Author), Univ S Florida, Dept Phys, Tampa, FL 33620 USA.
   Demaske, Brian J.; Zhakhovsky, Vasily V.; Oleynik, Ivan I., Univ S Florida, Dept Phys, Tampa, FL 33620 USA.
   Inogamov, Nail A., RAS, LD Landau Theoret Phys Inst, Chernogolovka 142432, Russia.}},
DOI = {{10.1103/PhysRevB.82.064113}},
Article-Number = {{064113}},
ISSN = {{1098-0121}},
Keywords-Plus = {{MOLECULAR-DYNAMICS; METALS}},
Research-Areas = {{Physics}},
Web-of-Science-Categories  = {{Physics, Condensed Matter}},
ResearcherID-Numbers = {{Zhakhovsky, Vasily/G-9560-2011
   Oleynik, Ivan/R-5004-2016}},
ORCID-Numbers = {{Zhakhovsky, Vasily/0000-0001-6620-6616
   Oleynik, Ivan/0000-0002-5348-6484}},
Funding-Acknowledgement = {{National Science Foundation {[}DMR-0755256, DMR-1004873, DMR-1008676];
   RFBR {[}10-08-92661-NNF\_a]; ARO DURIP}},
Funding-Text = {{This work is supported by the National Science Foundation under Grants
   No. DMR-0755256, No. DMR-1004873, and No. DMR-1008676. N.A.I. is
   supported by RFBR under Grant No. 10-08-92661-NNF\_a. Simulations were
   performed using NSF Teragrid computers, USF Research Computing Cluster,
   and computational facilities of Materials Simulation Laboratory at the
   University of South Florida funded by ARO DURIP.}},
Number-of-Cited-References = {{24}},
Times-Cited = {{63}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{17}},
Journal-ISO = {{Phys. Rev. B}},
Doc-Delivery-Number = {{642OO}},
Unique-ID = {{ISI:000281225700003}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000283409300003,
Author = {Kelly, J. Robert and Rungruanganunt, Patchnee and Hunter, Ben and
   Vailati, Francesca},
Title = {{DEVELOPMENT OF A CLINICALLY VALIDATED BULK FAILURE TEST FOR CERAMIC
   CROWNS}},
Journal = {{JOURNAL OF PROSTHETIC DENTISTRY}},
Year = {{2010}},
Volume = {{104}},
Number = {{4}},
Pages = {{228-238}},
Month = {{OCT}},
Abstract = {{Statement of problem. Traditional testing of ceramic crowns creates a
   stress state and damage modes that differ greatly from those seen
   clinically. There is a need OD develop and communicate an in vitro
   testing protocol that is clinically valid.
   Purpose. The purpose of this study was to develop an in vitro failure
   test for ceramic single-unit prostheses that duplicates the failure
   mechanism and stress state observed in clinically failed prostheses.
   This article first compares characteristics of traditional
   load-to-failure tests of ceramic crowns with the growing body of
   evidence regarding failure origins and stress states at failure from the
   examination of clinically failed crowns, finite element analysis (FEA),
   and data from clinical studies. Based on this analysis, an experimental
   technique was systematically developed and test materials were
   identified to recreate key aspects of clinical failure in vitro.
   Material and methods. One potential dentin analog material (an epoxy
   filled with woven glass fibers; NEMA grade G10) was evaluated for
   elastic modulus in blunt contact and for bond strength to resin cement
   as compared to hydrated dentin. Two bases with different elastic moduli
   (nickel chrome and resin-based composite) were tested for influence on
   failure loads. The influence of water during storage and loading (both
   monotonic and cyclic) was examined. Loading piston materials (G10,
   aluminum, stainless steel) and piston designs were varied to eliminate
   Hertzian cracking and to improve performance. Testing was extended from
   a monolayer ceramic (leucite-filled glass) to a bilayer ceramic system
   (glass-infiltrated alumina). The influence of cyclic rate on mean
   failure loads was examined (2 Hz, 10 Hz, 20 Hz) with the extremes
   compared statistically (t test; alpha=.05).
   Results. Failure loads were highly influenced by base elastic modulus (t
   test; P<.001). Cyclic loading while in water significantly decreased
   mean failure loads (1-way ANOVA; P=.003) versus wet storage/dry cycling
   (350 N vs. 1270 N). G10 was not significantly different from hydrated
   dentin in terms of blunt contact elastic behavior or resin cement bond
   strength. Testing was successful with the bilayered ceramic, and the
   cycling rate altered mean failure loads only slightly (approximately
   5\%).
   Conclusions. Test methods and materials were developed to validly
   simulate many aspects of clinical failure. (J Prosthet Dent
   2010;104:228-238)}},
Publisher = {{MOSBY-ELSEVIER}},
Address = {{360 PARK AVENUE SOUTH, NEW YORK, NY 10010-1710 USA}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Kelly, JR (Reprint Author), Univ Connecticut, Ctr Hlth, Dept Reconstruct Sci, 263 Farmington Ave, Farmington, CT 06030 USA.
   Rungruanganunt, Patchnee, Univ Connecticut, Ctr Hlth, Dept Reconstruct Dent, Div Prosthodont, Farmington, CT 06030 USA.
   Kelly, J. Robert, Univ Connecticut, Ctr Hlth, Ctr Biomat, Farmington, CT 06030 USA.
   Hunter, Ben, USN, Sch Postgrad Dent, Natl Naval Med Ctr, Bethesda, MD 20084 USA.
   Vailati, Francesca, Univ Geneva, Sch Dent Med, Dept Fixed Prosthodont \& Occlus, Geneva, Switzerland.}},
ISSN = {{0022-3913}},
EISSN = {{1097-6841}},
Keywords-Plus = {{DENTAL CERAMICS; HUMAN-ENAMEL; PORCELAIN; RESTORATIONS; RESISTANCE;
   STRENGTH; FATIGUE; DAMAGE; FEA}},
Research-Areas = {{Dentistry, Oral Surgery \& Medicine}},
Web-of-Science-Categories  = {{Dentistry, Oral Surgery \& Medicine}},
Author-Email = {{Kelly@nso1.uchc.edu}},
Number-of-Cited-References = {{31}},
Times-Cited = {{52}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{6}},
Journal-ISO = {{J. Prosthet. Dent.}},
Doc-Delivery-Number = {{670GN}},
Unique-ID = {{ISI:000283409300003}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000275700200039,
Author = {Zhang, P. and Wittmann, F. H. and Zhao, T. and Lehmann, E. H.},
Title = {{Neutron imaging of water penetration into cracked steel reinforced
   concrete}},
Journal = {{PHYSICA B-CONDENSED MATTER}},
Year = {{2010}},
Volume = {{405}},
Number = {{7}},
Pages = {{1866-1871}},
Month = {{APR 1}},
Abstract = {{Service life and durability of reinforced concrete structures have
   become a crucial issue because of the economical and ecological
   implications. Service life of reinforced concrete structures is often
   limited by penetration of water and chemical compounds dissolved in
   water into the porous cement-based material. By now it is well-known
   that cracks in reinforced concrete are preferential paths for ingress of
   aggressive substances. Neutron radiography was successfully applied to
   study the process of water penetration into cracked steel reinforced
   concrete. In addition, the effectiveness of integral water repellent
   concrete to prevent ingress of water and salt solutions was
   investigated. Results are described in detail in this contribution. It
   will be shown that neutron radiography is a powerful method to visualize
   the process of water penetration into cracked and uncracked cement-based
   materials. On the basis of the obtained experimental data, it is
   possible to quantify the time-dependent water distributions in concrete
   with high accuracy and spatial resolution. It is of particular interest
   that penetration of water and salt solutions into damaged interfaces
   between concrete and steel can be visualized by means of neutron
   radiography. Deteriorating processes in cracked reinforced concrete
   structures can be studied in a completely new way. This advanced
   technology will help and find adequate ways to improve durability and
   service life of reinforced concrete structures. This will mean at the
   same time an essential contribution to improved sustainabihty. (C) 2010
   Elsevier B.V. All rights reserved.}},
Publisher = {{ELSEVIER SCIENCE BV}},
Address = {{PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Wittmann, FH (Reprint Author), Aedificat Inst Freiburg, Schlierbergstr 80, D-79100 Freiburg, Germany.
   Wittmann, F. H., Aedificat Inst Freiburg, D-79100 Freiburg, Germany.
   Zhang, P.; Wittmann, F. H.; Zhao, T., Qingdao Technol Univ, Ctr Durabil \& Sustainabil Studies Shandong Prov, Qingdao 266033, Peoples R China.
   Lehmann, E. H., Paul Scherrer Inst, NIAG, CH-5232 Villigen, Switzerland.}},
DOI = {{10.1016/j.physb.2010.01.065}},
ISSN = {{0921-4526}},
Keywords = {{Neutron radiography; Cracks; Reinforced concrete; Water penetration;
   Integral water repellent concrete}},
Keywords-Plus = {{POROUS MATERIALS; BUILDING-MATERIALS; SCATTERING CORRECTIONS;
   RADIOGRAPHY; FLOW; TOMOGRAPHY; ABSORPTION; TRANSPORT}},
Research-Areas = {{Physics}},
Web-of-Science-Categories  = {{Physics, Condensed Matter}},
Author-Email = {{wittmann@aedificat.de}},
ResearcherID-Numbers = {{Lehmann, Eberhard/K-2316-2014}},
ORCID-Numbers = {{Lehmann, Eberhard/0000-0001-9145-9009}},
Funding-Acknowledgement = {{National Natural Science Foundation of China {[}50739001]; National
   Basic Research Program of China {[}2009CB623203]; Natural Science
   Foundation of Shandong Province {[}ZR2009FQ014, Z2006F02]}},
Funding-Text = {{The authors would like to thank Dr. P. Vontobel and S. Hartmann, who are
   in Neutron Imaging \& Activation Group, PSI, Switzerland, for the
   valuable help for operating neutron radiography. Financial supports of
   ongoing projects by National Natural Science Foundation of China (no.
   50739001), National Basic Research Program of China ({''}973{''}
   Project) (no. 2009CB623203), and Natural Science Foundation of Shandong
   Province (nos. ZR2009FQ014 and Z2006F02) are gratefully acknowledged.}},
Number-of-Cited-References = {{32}},
Times-Cited = {{47}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{15}},
Journal-ISO = {{Physica B}},
Doc-Delivery-Number = {{570TF}},
Unique-ID = {{ISI:000275700200039}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000283043600005,
Author = {Aymerich, F. and Staszewski, W. J.},
Title = {{Experimental Study of Impact-Damage Detection in Composite Laminates
   using a Cross-Modulation Vibro-Acoustic Technique}},
Journal = {{STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL}},
Year = {{2010}},
Volume = {{9}},
Number = {{6}},
Pages = {{541-553}},
Month = {{NOV}},
Abstract = {{The paper demonstrates the application of cross-modulation
   vibro-acoustic technique for impact-damage detection in composite
   laminates. A composite plate is monitored for damage resulting from a
   low-velocity impact. The plate is excited simultaneously with two
   harmonic signals: a slow amplitude-modulated vibration pumping wave and
   a constant amplitude-probing wave. The frequency of both the excitation
   signals coincides with the resonances of the plate. An electromagnetic
   shaker is used to introduce the pumping wave to the plate. Two
   surface-bonded, low-profile piezoceramic transducers are used for
   probing-wave excitation and measurement. The wave modulation is
   transferred from the pumping wave to the probing wave in the presence of
   impact damage. This effect is exhibited in a power spectrum of the
   probing wave by a pattern of sidebands around the carrier harmonic. The
   results show that the amplitude of the sidebands is related to the
   severity of damage. The study also investigates also the effect of
   boundary conditions on the results.}},
Publisher = {{SAGE PUBLICATIONS LTD}},
Address = {{1 OLIVERS YARD, 55 CITY ROAD, LONDON EC1Y 1SP, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Aymerich, F (Reprint Author), Univ Cagliari, Dept Mech Engn, Cagliari, Italy.
   Aymerich, F., Univ Cagliari, Dept Mech Engn, Cagliari, Italy.
   Staszewski, W. J., Univ Sheffield, Dynam Res Grp, Dept Mech Engn, Sheffield, S Yorkshire, England.}},
DOI = {{10.1177/1475921710365433}},
ISSN = {{1475-9217}},
EISSN = {{1741-3168}},
Keywords = {{nonlinear acoustics; cross-modulation; composite materials; impact
   damage detection; delamination}},
Keywords-Plus = {{ELASTIC-WAVE SPECTROSCOPY; DISCERN MATERIAL DAMAGE; CRACK DETECTION;
   METALLIC STRUCTURES; HARMONIC-GENERATION; ACOUSTIC TECHNIQUE; NEWS
   TECHNIQUES; IDENTIFICATION; NDT}},
Research-Areas = {{Engineering; Instruments \& Instrumentation}},
Web-of-Science-Categories  = {{Engineering, Multidisciplinary; Instruments \& Instrumentation}},
Author-Email = {{aymerich@iris.unica.it}},
Number-of-Cited-References = {{35}},
Times-Cited = {{45}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{21}},
Journal-ISO = {{Struct. Health Monit.}},
Doc-Delivery-Number = {{665NW}},
Unique-ID = {{ISI:000283043600005}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000283759400014,
Author = {Yan, Hao and Oskay, Caglar and Krishnan, Arun and Xu, Luoyu Roy},
Title = {{Compression-after-impact response of woven fiber-reinforced composites}},
Journal = {{COMPOSITES SCIENCE AND TECHNOLOGY}},
Year = {{2010}},
Volume = {{70}},
Number = {{14}},
Pages = {{2128-2136}},
Month = {{NOV 30}},
Abstract = {{This manuscript investigates compression-after-impact failure in woven
   fiber-reinforced composites. Compression failure of composite structures
   previously damaged by an impact event is due to the propagation of
   impact-induced damage mechanisms such as interlaminar debonding,
   constituent (i.e., matrix and fiber) microcracking, sublaminate
   buckling, as well as the interactions between these mechanisms. The
   failure mechanisms within each ply are idealized based on a reduced
   order multiscale computational model, in which, the damage propagation
   in the matrix and fibers upon compression is explicitly modeled.
   Delamination along the ply interfaces is idealized using a cohesive
   surface model. The initial impact-induced damage within the
   microconstituents and interfaces are inferred from experimental
   observations. A suite of numerical simulations is conducted to
   understand the sublaminate buckling, propagation of delamination and
   constituent damage upon compression loading. The numerical
   investigations suggest extensive propagation of delamination with mode
   transition preceding sublaminate buckling. Initiation and propagation of
   matrix and fiber cracking, observed upon sublaminate buckling, is the
   cause of ultimate shear failure. (C) 2010 Elsevier Ltd. All rights
   reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Oskay, C (Reprint Author), VU Stn B 351831,2301 Vanderbilt Pl, Nashville, TN 37235 USA.
   Yan, Hao; Oskay, Caglar; Krishnan, Arun; Xu, Luoyu Roy, Vanderbilt Univ, Dept Civil \& Environm Engn, Nashville, TN 37235 USA.}},
DOI = {{10.1016/j.compscitech.2010.08.012}},
ISSN = {{0266-3538}},
Keywords = {{Delamination; Multiscale modeling; Damage mechanics; Finite element
   analysis; Compression-after-impact}},
Keywords-Plus = {{TEXTILE COMPOSITES; FRACTURE-TOUGHNESS; DAMAGE; DELAMINATION; STRENGTH;
   HOMOGENIZATION; PREDICTION; BEHAVIOR; FAILURE; PERFORMANCE}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
Author-Email = {{caglar.oskay@vanderbilt.edu}},
ResearcherID-Numbers = {{Oskay, Caglar/F-9032-2011}},
Funding-Acknowledgement = {{Office of Naval Research; National Science Foundation}},
Funding-Text = {{The authors acknowledge the support from the Office of Naval Research
   and the National Science Foundation. The authors also acknowledge Prof.
   Uday Vaidya at University of Alabama, Birmingham (UAB) for providing
   samples and allowing us to conduct experiments at UAB testing
   facilities.}},
Number-of-Cited-References = {{37}},
Times-Cited = {{44}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{19}},
Journal-ISO = {{Compos. Sci. Technol.}},
Doc-Delivery-Number = {{674PK}},
Unique-ID = {{ISI:000283759400014}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000281902600017,
Author = {Heap, M. J. and Faulkner, D. R. and Meredith, P. G. and Vinciguerra, S.},
Title = {{Elastic moduli evolution and accompanying stress changes with increasing
   crack damage: implications for stress changes around fault zones and
   volcanoes during deformation}},
Journal = {{GEOPHYSICAL JOURNAL INTERNATIONAL}},
Year = {{2010}},
Volume = {{183}},
Number = {{1}},
Pages = {{225-236}},
Month = {{OCT}},
Abstract = {{P>The elastic moduli of rock in areas susceptible to crack damage, such
   as within fault zones or volcanic edifices, can be subject to large
   modifications. Knowledge of how elastic moduli may vary in such
   situations is important for both the reliable modelling of volcano
   deformation and stability and for linear and non-linear elastic crack
   models for earthquake rupture. Furthermore, it has previously been shown
   that changes in elastic moduli can induce changes in the stress field
   surrounding faults. Here we report both uniaxial experimental
   measurements of changes in elastic moduli during increasing-amplitude
   cyclic stressing experiments on a range of different rock types
   (basalts, sandstones and granite) and the results of modelled stress
   modifications. The trend in elastic moduli evolution with increasing
   damage was remarkably similar for each rock type, with the exception of
   essentially crack-free intrusive basalt that exhibited very minor
   changes. In general, Young's modulus decreased by between 11 and 32 per
   cent and Poisson's ratio increased by between 72 and 600 per cent over
   the total sequence of loading cycles. These changes are attributed to an
   increasing level of anisotropic crack damage within the samples. Our
   results also show that acoustic emission (AE) output during any loading
   cycle only commenced when new crack damage was generated. This
   corresponded to the level of stress where AE ceased during the unloading
   portion of the previous cycle. Using the multilayer elastic model of
   Faulkner et al. we demonstrate that the damage-induced changes in
   elastic moduli also result in significant decreases in differential
   stress, increases in mean stress and rotation of the applied greatest
   principal stress relative to the orientation of the mechanical layering.
   The similar trend in the evolution of the elastic moduli of all the
   rocks tested suggests that stress modification in the damage zone of
   faults might take the same form, regardless of the lithology through
   which the fault runs. These observations are discussed in terms of their
   applicability to both fault zones and deformation at volcanoes.}},
Publisher = {{OXFORD UNIV PRESS}},
Address = {{GREAT CLARENDON ST, OXFORD OX2 6DP, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Heap, MJ (Reprint Author), Univ Munich, Dept Earth \& Environm Sci, Sect Mineral Petr \& Geochem, Theresienstr 41, D-80333 Munich, Germany.
   Heap, M. J.; Meredith, P. G., UCL, Rock \& Ice Phys Lab, Dept Earth Sci, London WC1E 6BT, England.
   Faulkner, D. R., Univ Liverpool, Rock Deformat Lab, Dept Earth \& Ocean Sci, Liverpool L69 3GP, Merseyside, England.
   Vinciguerra, S., Ist Nazl Geofis \& Vulcanol, I-00143 Rome, Italy.}},
DOI = {{10.1111/j.1365-246X.2010.04726.x}},
ISSN = {{0956-540X}},
Keywords = {{Fracture and flow; Earthquake dynamics; Volcano seismology; Acoustic
   properties; Dynamics and mechanics of faulting; Volcanic hazards and
   risks}},
Keywords-Plus = {{P-WAVE VELOCITY; MT. ETNA; ACOUSTIC-EMISSION; MECHANICAL-PROPERTIES;
   CRYSTALLINE ROCKS; DYKE EMPLACEMENT; FRACTURE DAMAGE; MOUNT-ETNA;
   SYSTEM; GRANITE}},
Research-Areas = {{Geochemistry \& Geophysics}},
Web-of-Science-Categories  = {{Geochemistry \& Geophysics}},
Author-Email = {{m.heap@ucl.ac.uk}},
ResearcherID-Numbers = {{Heap, Michael/C-7215-2011
   Faulkner, Daniel/F-7589-2011
   }},
ORCID-Numbers = {{Meredith, Philip/0000-0003-2193-5342}},
Funding-Acknowledgement = {{NERC {[}NER/S/A2005/13553]; FIRB-MIUR (Sviluppo Nuove Tecnologie per la
   Protezione eDifesa del Territorio dai Rischi Naturali)}},
Funding-Text = {{We gratefully acknowledge John Bowles for the design and construction of
   the radial strain jig, Steve Boon for development and implementation of
   the load control system and Neil Hughes for help and support during
   experimentation. M. Heap was funded by NERC studentship
   NER/S/A2005/13553. S. Vinciguerra was funded by the FIRB-MIUR (Sviluppo
   Nuove Tecnologie per la Protezione eDifesa del Territorio dai Rischi
   Naturali). We would also like to thank J. Cowlyn, Y. Lavallee and P.
   Baud for helpful comments, R. Smith for help with the AE analysis and
   two anonymous reviewers and the editor, Jorg Renner, for constructive
   comments that improved the manuscript.}},
Number-of-Cited-References = {{61}},
Times-Cited = {{44}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{29}},
Journal-ISO = {{Geophys. J. Int.}},
Doc-Delivery-Number = {{651CQ}},
Unique-ID = {{ISI:000281902600017}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000275133500002,
Author = {Barbero, Ever J. and Cortes, Daniel H.},
Title = {{A mechanistic model for transverse damage initiation, evolution, and
   stiffness reduction in laminated composites}},
Journal = {{COMPOSITES PART B-ENGINEERING}},
Year = {{2010}},
Volume = {{41}},
Number = {{2}},
Pages = {{124-132}},
Month = {{MAR}},
Abstract = {{A constitutive model to predict stiffness reduction due to transverse
   matrix cracking is derived for laminae with arbitrary orientation,
   subject to in-plane stress, embedded in laminates with symmetric but
   otherwise arbitrary laminate stacking sequence. The moduli of the
   damaged laminate are a function of the crack densities in the damaging
   laminae, which are analyzed one by one. The evolution of crack density
   in each lamina is derived in terms of the calculated strain energy
   release rate and predicted as function of the applied load using a
   fracture mechanics approach. Unlike plasticity-inspired formulations.
   the proposed model does not postulate damage evolution functions and
   thus there is no need for additional experimental data to adjust
   material parameters. All that it is needed are the elastic moduli and
   critical energy release rates for the laminae. The reduction of lamina
   stiffness is an integral part of the model, allowing for stress
   redistribution among laminae. Comparisons with experimental data and
   some results from the literature are presented. (C) 2009 Elsevier Ltd.
   All rights reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Barbero, EJ (Reprint Author), W Virginia Univ, Morgantown, WV 26506 USA.
   Barbero, Ever J.; Cortes, Daniel H., W Virginia Univ, Morgantown, WV 26506 USA.}},
DOI = {{10.1016/j.compositesb.2009.10.001}},
ISSN = {{1359-8368}},
Keywords = {{Transverse cracking; Analytical modeling; Computational modeling; Damage
   mechanics}},
Keywords-Plus = {{POLYMER MATRIX COMPOSITES; ENERGY-BASED PREDICTION; PLY CRACKS;
   THERMOELASTIC PROPERTIES; CONTIGUOUS PLIES; STRESS TRANSFER; FAILURE;
   ANGLE; MICROMECHANICS; TENSION}},
Research-Areas = {{Engineering; Materials Science}},
Web-of-Science-Categories  = {{Engineering, Multidisciplinary; Materials Science, Composites}},
Author-Email = {{ebarbero@wvu.edu}},
Number-of-Cited-References = {{46}},
Times-Cited = {{43}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{25}},
Journal-ISO = {{Compos. Pt. B-Eng.}},
Doc-Delivery-Number = {{563LM}},
Unique-ID = {{ISI:000275133500002}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000276701800003,
Author = {Radtke, F. K. F. and Simone, A. and Sluys, L. J.},
Title = {{A computational model for failure analysis of fibre reinforced concrete
   with discrete treatment of fibres}},
Journal = {{ENGINEERING FRACTURE MECHANICS}},
Year = {{2010}},
Volume = {{77}},
Number = {{4}},
Pages = {{597-620}},
Month = {{MAR}},
Abstract = {{Failure patterns and mechanical behaviour of high-performance fibre
   reinforced cementitious composites depend on the distribution of fibres
   within a specimen. In this contribution, we propose a novel
   computational approach to describe failure processes in fibre reinforced
   concrete. A discrete treatment of fibres enables us to study the
   influence of various fibre distributions on the mechanical properties of
   the material. To ensure numerical efficiency, fibres are not explicitly
   discretized but they are modelled by applying discrete forces to a
   background mesh. The background mesh represents the matrix while the
   discrete forces represent the interaction between fibres and matrix.
   These forces are assumed to be equal to fibre pull-out forces. With this
   approach experimental data or micro mechanical models, including
   detailed information about the fibre-matrix interface, can be directly
   incorporated into the model. (C) 2009 Elsevier Ltd. All rights reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Simone, A (Reprint Author), Delft Univ Technol, Fac Civil Engn \& Geosci, POB 5048, NL-2600 GA Delft, Netherlands.
   Radtke, F. K. F.; Simone, A.; Sluys, L. J., Delft Univ Technol, Fac Civil Engn \& Geosci, NL-2600 GA Delft, Netherlands.}},
DOI = {{10.1016/j.engfracmech.2009.11.014}},
ISSN = {{0013-7944}},
Keywords = {{Fibre reinforced concrete; Finite element method; Failure analysis;
   Damage}},
Keywords-Plus = {{CONTINUUM DAMAGE MECHANICS; COHESIVE CRACK; CEMENTITIOUS COMPOSITES;
   FLEXURAL BEHAVIOR; FRACTURE; PROPAGATION; SIMULATION}},
Research-Areas = {{Mechanics}},
Web-of-Science-Categories  = {{Mechanics}},
Author-Email = {{a.simone@tudelft.nl}},
ResearcherID-Numbers = {{Simone, Angelo/B-3400-2008
   Sluys, Lambertus/B-2835-2014
   }},
ORCID-Numbers = {{Simone, Angelo/0000-0001-9726-0068}},
Funding-Acknowledgement = {{Netherlands Science Foundation {[}06623]; Ministry of Public Works and
   Water Management}},
Funding-Text = {{This research is supported by the Netherlands Science Foundation STW
   (under Grant 06623) and the Ministry of Public Works and Water
   Management. Furthermore, the authors would like to thank Professor H.
   Muhlhaus for the inspiring discussions on the topic.}},
Number-of-Cited-References = {{35}},
Times-Cited = {{42}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{11}},
Journal-ISO = {{Eng. Fract. Mech.}},
Doc-Delivery-Number = {{583TD}},
Unique-ID = {{ISI:000276701800003}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000274559100007,
Author = {Maligno, A. R. and Rajaratnam, S. and Leen, S. B. and Williams, E. J.},
Title = {{A three-dimensional (3D) numerical study of fatigue crack growth using
   remeshing techniques}},
Journal = {{ENGINEERING FRACTURE MECHANICS}},
Year = {{2010}},
Volume = {{77}},
Number = {{1}},
Pages = {{94-111}},
Month = {{JAN}},
Abstract = {{Numerical analyses based on the finite element (FE) method and remeshing
   techniques have been employed in order to develop a damage tolerance
   approach to be used for the design of aeroengines shaft components.
   Preliminary experimental tests have permitted the calculation of fatigue
   crack growth parameters for the high strength alloy steel adopted in
   this research. Then, a robust numerical study have been carried out to
   understand the influence of various factors (such as: crack shape, crack
   closure) on non-planar crack evolution in solid and hollow shafts under
   mixed-mode loading. The FE analyses have displayed a satisfactory
   agreement compared to experimental data on compact specimens (CT) and
   solid shafts. (C) 2009 Elsevier Ltd. All rights reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Maligno, AR (Reprint Author), Univ Loughborough, Wolson Sch Mech \& Mfg Engn, Loughborough LE11 3TU, Leics, England.
   Maligno, A. R., Univ Loughborough, Wolson Sch Mech \& Mfg Engn, Loughborough LE11 3TU, Leics, England.
   Rajaratnam, S.; Leen, S. B.; Williams, E. J., Univ Nottingham, Sch M3, Nottingham NG7 2JF, England.}},
DOI = {{10.1016/j.engfracmech.2009.09.017}},
ISSN = {{0013-7944}},
Keywords = {{FEM; Remeshing; Fatigue crack growth}},
Keywords-Plus = {{EXTENDED FINITE-ELEMENT; THIN-WALLED STRUCTURES; LEVEL SETS;
   PROPAGATION; SIMULATION; RECOVERY; MODEL}},
Research-Areas = {{Mechanics}},
Web-of-Science-Categories  = {{Mechanics}},
Author-Email = {{ar.maligno@yahoo.co.uk}},
ORCID-Numbers = {{Leen, Sean/0000-0002-9772-5651}},
Funding-Acknowledgement = {{European Commission; VITAL partners}},
Funding-Text = {{VITAL is a collaborative research programme, running for four years,
   which aims to significantly reduce aircraft engine noise and
   CO<INF>2</INF> emissions. It has a total budget of 90 million Euros,
   including 50 million Euros in funding from the European Commission.
   Snecma leads a consortium of 52 partners gathering all major European
   engine manufacturers: Rolls-Royce, Volvo Aero, MTU Aero Engines, ITP,
   Avio, Techspace Aero and Airbus. The work in this paper was performed
   under Task WP5.3.3 ``Crack Propagation Model for Low Pressure Metallic
   Shaft{''}. The authors would like to thank European Commission (under
   the 6th Framework Programme for Research and Technology Development) and
   VITAL partners for financial support within the Rolls-Royce UTC in Gas
   Turbine Transmission Systems at the University of Nottingham. Also, we
   would like to thank Zentech International Ltd. for the technical support
   of this research.}},
Number-of-Cited-References = {{57}},
Times-Cited = {{41}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{19}},
Journal-ISO = {{Eng. Fract. Mech.}},
Doc-Delivery-Number = {{556AO}},
Unique-ID = {{ISI:000274559100007}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000282997700015,
Author = {Moro, I. and Briottet, L. and Lemoine, P. and Andrieu, E. and Blanc, C.
   and Odemer, G.},
Title = {{Hydrogen embrittlement susceptibility of a high strength steel X80}},
Journal = {{MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES
   MICROSTRUCTURE AND PROCESSING}},
Year = {{2010}},
Volume = {{527}},
Number = {{27-28}},
Pages = {{7252-7260}},
Month = {{OCT 25}},
Abstract = {{The present paper deals with hydrogen embrittlement (HE) susceptibility
   of a high strength steel grade (X80). The respective implication of
   different hydrogen populations, i.e. adsorbed, dissolved in interstitial
   sites, trapped on dislocations and/or microstructural elements on the
   associated embrittlement mechanisms has been addressed through
   mechanical testing in high pressure of hydrogen gas at room temperature.
   Tensile tests at various strain rates and hydrogen pressures have been
   carried out. Moreover, changes of gas (hydrogen or nitrogen) during
   loading have been imposed in order to get critical experiments able to
   discriminate among the potential hydrogen embrittlement mechanisms
   already proposed in the literature. The results of these tests have
   shown that hydrogen induces several kind of damages including decohesion
   along ferrite/pearlite interfaces and microcracks initiations on the
   specimens external surface. It is shown that decohesion is not critical
   under the loading paths used in the present study. On the contrary, it
   appears that the external microcracks initiation, followed by a
   quasi-cleavage fracture, is responsible for the premature failure of the
   material in high pressure of hydrogen gas. These experimental results
   have been further discussed by modeling hydrogen diffusion in order to
   identify hydrogen populations (adsorbed, diffusible or trapped) involved
   in HE. It was then demonstrated that adsorbed and near surface
   diffusible hydrogen are mainly responsible for embrittlement. (C) 2010
   Elsevier B.V. All rights reserved.}},
Publisher = {{ELSEVIER SCIENCE SA}},
Address = {{PO BOX 564, 1001 LAUSANNE, SWITZERLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Briottet, L (Reprint Author), CEA, LITEN, DTBH, LCTA, F-38054 Grenoble, France.
   Moro, I.; Briottet, L.; Lemoine, P., CEA, LITEN, DTBH, LCTA, F-38054 Grenoble, France.
   Andrieu, E.; Blanc, C.; Odemer, G., Univ Toulouse, CIRIMAT ENSIACET, UPS INPT CNRS, F-31432 Toulouse 4, France.}},
DOI = {{10.1016/j.msea.2010.07.027}},
ISSN = {{0921-5093}},
Keywords = {{X80; Hydrogen embrittlement; HELP; HID; AIDE; Hydrogen diffusion}},
Keywords-Plus = {{PLASTIC-DEFORMATION; TRANSPORT; DISLOCATIONS; LOCALIZATION; STRESS;
   METALS; FLOW; CRACKING; IRON}},
Research-Areas = {{Science \& Technology - Other Topics; Materials Science; Metallurgy \&
   Metallurgical Engineering}},
Web-of-Science-Categories  = {{Nanoscience \& Nanotechnology; Materials Science, Multidisciplinary;
   Metallurgy \& Metallurgical Engineering}},
Author-Email = {{isabelle.moro@cea.fr
   laurent.briottet@cea.fr
   patrick.lemoine@cea.fr
   eric.andrieu@ensiacet.fr
   christine.blanc@ensiacet.fr
   gregory.odemer@ensiacet.fr}},
Number-of-Cited-References = {{32}},
Times-Cited = {{40}},
Usage-Count-Last-180-days = {{3}},
Usage-Count-Since-2013 = {{32}},
Journal-ISO = {{Mater. Sci. Eng. A-Struct. Mater. Prop. Microstruct. Process.}},
Doc-Delivery-Number = {{664XQ}},
Unique-ID = {{ISI:000282997700015}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000278842500021,
Author = {Espinosa-Marzal, Rosa M. and Scherer, George W.},
Title = {{Advances in Understanding Damage by Salt Crystallization}},
Journal = {{ACCOUNTS OF CHEMICAL RESEARCH}},
Year = {{2010}},
Volume = {{43}},
Number = {{6, SI}},
Pages = {{897-905}},
Month = {{JUN}},
Abstract = {{The single most important cause of the deterioration of monuments in the
   Mediterranean basin, and elsewhere around the world, is the
   crystallization of salt within the pores of the stone. Considerable
   advances have been made in recent years in elucidating the fundamental
   mechanisms responsible for salt damage. As a result, new methods of
   treatment are being proposed that offer the possibility of attacking the
   cause of the problem, rather than simply treating the symptoms. In this
   Account, we review the thermodynamics and kinetics of crystallization,
   then examine how a range of technological innovations have been applied
   experimentally to further the current understanding of in-pore
   crystallization. We close with a discussion of how computer modeling now
   provides particularly valuable insight, including quantitative estimates
   of both the interaction forces between the mineral and the crystal and
   the stresses induced in the material.
   Analyzing the kinetics and thermodynamics of crystal growth within the
   pores of a stone requires sensitive tools used in combination. For
   example, calorimetry quantifies the amount of salt that precipitates in
   the pores of a stone during cooling, and dilatometric measurements on a
   companion sample reveal the stress exerted by the salt. Synchrotron
   X-rays can penetrate the stone and identify the metastable phases that
   often appear in the first stages of crystallization. Atomic force
   microscopy and environmental scanning electron microscopy permit study
   of the nanometric liquid film that typically lies between salt and
   stone; this film controls the magnitude of the pressure exerted and the
   kinetics of relaxation of the stress. These experimental advances
   provide validation for increasingly advanced simulations, using
   continuum models of reactive transport on a macroscopic scale and
   molecular dynamics on the atomic scale.
   Because of the fundamental understanding of the damage mechanisms that
   is beginning to emerge, it is possible to devise methods for protecting
   monuments and sculptures. For example, chemical modification of the
   stone can alter the repulsive forces that stabilize the liquid film
   between the salt and mineral surfaces, thereby reducing the stress that
   the salt can generate. Alternatively, molecules can be introduced into
   the pores of the stone that inhibit the nucleation or growth of salt
   crystals. Many challenges remain, however, particularly in understanding
   the complex interactions between salts, the role of metastable phases,
   the mechanism of crack initiation and growth, and the role of biofilms.}},
Publisher = {{AMER CHEMICAL SOC}},
Address = {{1155 16TH ST, NW, WASHINGTON, DC 20036 USA}},
Type = {{Review}},
Language = {{English}},
Affiliation = {{Scherer, GW (Reprint Author), Princeton Univ, Dept Civil \& Environm Engn, Princeton, NJ 08544 USA.
   Espinosa-Marzal, Rosa M.; Scherer, George W., Princeton Univ, Dept Civil \& Environm Engn, Princeton, NJ 08544 USA.
   Espinosa-Marzal, Rosa M., Empa, Swiss Fed Labs Mat Sci \& Technol, CH-8600 Dubendorf, Switzerland.}},
DOI = {{10.1021/ar9002224}},
ISSN = {{0001-4842}},
Keywords-Plus = {{POROUS MATERIALS; BUILDING-MATERIALS; CRYSTAL-GROWTH; SURFACE FORCES;
   SMALL PORES; WATER; STRESS; IONS; HYDRATION; GENERATION}},
Research-Areas = {{Chemistry}},
Web-of-Science-Categories  = {{Chemistry, Multidisciplinary}},
Author-Email = {{scherer@princeton.edu}},
ORCID-Numbers = {{Scherer, George/0000-0002-5874-2627}},
Funding-Acknowledgement = {{Deutsche Forschungsgemeinschaft; Getty Conservation Institute}},
Funding-Text = {{The authors thank the Deutsche Forschungsgemeinschaft and the Getty
   Conservation Institute for financial support.}},
Number-of-Cited-References = {{57}},
Times-Cited = {{40}},
Usage-Count-Last-180-days = {{4}},
Usage-Count-Since-2013 = {{36}},
Journal-ISO = {{Accounts Chem. Res.}},
Doc-Delivery-Number = {{611SN}},
Unique-ID = {{ISI:000278842500021}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000279494700014,
Author = {Slack, Trevor and Sadeghi, Farshid},
Title = {{Explicit finite element modeling of subsurface initiated spalling in
   rolling contacts}},
Journal = {{TRIBOLOGY INTERNATIONAL}},
Year = {{2010}},
Volume = {{43}},
Number = {{9}},
Pages = {{1693-1702}},
Month = {{SEP}},
Abstract = {{An explicit finite element model was developed to investigate crack
   initiation and spall formation in machine elements subject to rolling
   contact fatigue. The modeling approach utilizes continuum damage
   mechanics to capture the initiation and propagation of fatigue damage
   that leads to the formation of a surface spall. The material
   microstructure is modeled via a randomly generated Voronoi tessellation.
   The material parameters for the model were obtained independently from
   torsional fatigue life data for 52100 bearing steel. The life scatter
   (Weibull slope) and the spall geometry obtained from the model correlate
   well with experimental results available in the open literature. (C)
   2010 Elsevier Ltd. All rights reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Slack, T (Reprint Author), Purdue Univ, Sch Mech Engn, W Lafayette, IN 47906 USA.
   Slack, Trevor; Sadeghi, Farshid, Purdue Univ, Sch Mech Engn, W Lafayette, IN 47906 USA.}},
DOI = {{10.1016/j.triboint.2010.03.019}},
ISSN = {{0301-679X}},
Keywords = {{Rolling contact fatigue; Damage mechanics; Bearing life}},
Keywords-Plus = {{CONTINUUM DAMAGE MECHANICS; FATIGUE CRACKS}},
Research-Areas = {{Engineering}},
Web-of-Science-Categories  = {{Engineering, Mechanical}},
Author-Email = {{tslack@purdue.edu
   sadeghi@ecn.purdue.edu}},
Funding-Acknowledgement = {{Mechanical Engineering Tribology Laboratory (METL)}},
Funding-Text = {{The authors would like to express their deepest appreciations to the
   Mechanical Engineering Tribology Laboratory (METL) members for their
   support of this project.}},
Number-of-Cited-References = {{25}},
Times-Cited = {{39}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{16}},
Journal-ISO = {{Tribol. Int.}},
Doc-Delivery-Number = {{620JD}},
Unique-ID = {{ISI:000279494700014}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000273639700007,
Author = {Sohn, Hoon and Lee, Sang Jun},
Title = {{Lamb wave tuning curve calibration for surface-bonded piezoelectric
   transducers}},
Journal = {{SMART MATERIALS \& STRUCTURES}},
Year = {{2010}},
Volume = {{19}},
Number = {{1}},
Month = {{JAN}},
Abstract = {{Surface-bonded lead zirconate titanate (PZT) transducers have been
   widely used for guided wave generation and measurement. For selective
   actuation and sensing of Lamb wave modes, the sizes of the transducers
   and the driving frequency of the input waveform should be tuned. For
   this purpose, a theoretical Lamb wave tuning curve (LWTC) of a specific
   transducer size is generally obtained. Here, the LWTC plots each Lamb
   wave mode' amplitude as a function of the driving frequency. However, a
   discrepancy between experimental and existing theoretical LWTCs has been
   observed due to little consideration of the bonding layer and the energy
   distribution between Lamb wave modes. In this study, calibration
   techniques for theoretical LWTCs are proposed. First, a theoretical LWTC
   is developed when circular PZT transducers are used for both Lamb wave
   excitation and sensing. Then, the LWTC is calibrated by estimating the
   effective PZT size with PZT admittance measurement. Finally, the energy
   distributions among symmetric and antisymmetric modes are taken into
   account for better prediction of the relative amplitudes between Lamb
   wave modes. The effectiveness of the proposed calibration techniques is
   examined through numerical simulations and experimental estimation of
   the LWTC using the circular PZT transducers instrumented on an aluminum
   plate.}},
Publisher = {{IOP PUBLISHING LTD}},
Address = {{DIRAC HOUSE, TEMPLE BACK, BRISTOL BS1 6BE, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Sohn, H (Reprint Author), Korea Adv Inst Sci \& Technol, Dept Civil \& Environm Engn, Taejon 305701, South Korea.
   Sohn, Hoon, Korea Adv Inst Sci \& Technol, Dept Civil \& Environm Engn, Taejon 305701, South Korea.
   Lee, Sang Jun, Georgia Inst Technol, Sch Elect \& Comp Engn, Atlanta, GA 30332 USA.}},
DOI = {{10.1088/0964-1726/19/1/015007}},
Article-Number = {{015007}},
ISSN = {{0964-1726}},
Keywords-Plus = {{FREQUENCY REFLECTION CHARACTERISTICS; RECTANGULAR NOTCH; CRACK
   DETECTION; ACTIVE-SENSORS; PLATE; COMPOSITES; DAMAGE}},
Research-Areas = {{Instruments \& Instrumentation; Materials Science}},
Web-of-Science-Categories  = {{Instruments \& Instrumentation; Materials Science, Multidisciplinary}},
Author-Email = {{sangjunl@gatech.edu}},
ResearcherID-Numbers = {{Sohn, Hoon/A-9406-2008}},
Funding-Acknowledgement = {{Korea Science and Engineering Foundation (KOSEF); Ministry of Science
   and Technology {[}M20703000015-07N0300-01510]; Agency for Defense
   Development {[}UC080019JD]}},
Funding-Text = {{This research is supported by the Radiation Technology Program under
   Korea Science and Engineering Foundation (KOSEF) and the Ministry of
   Science and Technology (M20703000015-07N0300-01510) and by an Applied
   Research Grant from the Agency for Defense Development (UC080019JD). Any
   opinions, findings, and conclusions or recommendations expressed in this
   material are those of the author(s) and do not necessarily reflect the
   views of the funding agencies. The authors also would like to thank
   Professors Irving Oppenheim, David W Greve and Jeffrey S Vipperman for
   providing invaluable comments for this study.}},
Number-of-Cited-References = {{24}},
Times-Cited = {{39}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{9}},
Journal-ISO = {{Smart Mater. Struct.}},
Doc-Delivery-Number = {{544FU}},
Unique-ID = {{ISI:000273639700007}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000281982800005,
Author = {Tvergaard, Viggo and Nielsen, Kim Lau},
Title = {{Relations between a micro-mechanical model and a damage model for
   ductile failure in shear}},
Journal = {{JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS}},
Year = {{2010}},
Volume = {{58}},
Number = {{9}},
Pages = {{1243-1252}},
Month = {{SEP}},
Abstract = {{Gurson type constitutive models that account for void growth to
   coalescence are not able to describe ductile fracture in simple shear,
   where there is no hydrostatic tension in the material. But recent
   micro-mechanical studies have shown that in shear the voids are
   flattened out to micro-cracks, which rotate and elongate until
   interaction with neighbouring micro-cracks gives coalescence. Thus, the
   failure mechanism is very different from that under tensile loading.
   Also, the Gurson model has recently been extended to describe failure in
   shear, by adding a damage term to the expression for the growth of the
   void volume fraction, and it has been shown that this extended model can
   represent experimental observations. Here, numerical studies are carried
   out to compare predictions of the shear-extended Gurson model with the
   shear failures predicted by the micro-mechanical cell model. Both models
   show a strong dependence on the level of hydrostatic tension. Even
   though the reason for this pressure dependence is different in the two
   models, as the shear-extended Gurson model does not describe voids
   flattening out and the associated failure mechanism by micro-cracks
   interacting with neighbouring micro-cracks, it is shown that the trends
   of the predictions are in good agreement. (C) 2010 Elsevier Ltd. All
   rights reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Tvergaard, V (Reprint Author), Tech Univ Denmark, Dept Mech Engn, DK-2800 Lyngby, Denmark.
   Tvergaard, Viggo; Nielsen, Kim Lau, Tech Univ Denmark, Dept Mech Engn, DK-2800 Lyngby, Denmark.}},
DOI = {{10.1016/j.jmps.2010.06.006}},
ISSN = {{0022-5096}},
EISSN = {{1873-4782}},
Keywords = {{Voids; Plasticity; Shear failure; Contact; Damage}},
Keywords-Plus = {{RUPTURE MECHANISMS; COMBINED TENSION; VOID NUCLEATION; GURSON MODEL;
   PLUG FAILURE; LOCALIZATION; FRACTURE; GROWTH; DEFORMATION; PRESSURE}},
Research-Areas = {{Materials Science; Mechanics; Physics}},
Web-of-Science-Categories  = {{Materials Science, Multidisciplinary; Mechanics; Physics, Condensed
   Matter}},
Author-Email = {{viggo@mek.dtu.dk
   kin@mek.dtu.dk}},
Number-of-Cited-References = {{28}},
Times-Cited = {{37}},
Usage-Count-Last-180-days = {{5}},
Usage-Count-Since-2013 = {{24}},
Journal-ISO = {{J. Mech. Phys. Solids}},
Doc-Delivery-Number = {{652DY}},
Unique-ID = {{ISI:000281982800005}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000275511700014,
Author = {Tang, G. and Shen, Y. -L. and Singh, D. R. P. and Chawla, N.},
Title = {{Indentation behavior of metal-ceramic multilayers at the nanoscale:
   Numerical analysis and experimental verification}},
Journal = {{ACTA MATERIALIA}},
Year = {{2010}},
Volume = {{58}},
Number = {{6}},
Pages = {{2033-2044}},
Month = {{APR}},
Abstract = {{The behavior of aluminum/silicon carbide nanolayered composite in
   response to nanoindentation loading is studied. The effects of
   heterogeneity on the deformation fields, as well as the hardness and
   elastic modulus obtained from indentation, are investigated using finite
   element analysis. Attention is also devoted to correlating the numerical
   results with experimental deformation and damage features. The model
   uses an explicit layered structure within the axisymmetric framework. It
   is found that the nanolayered composite results in unique deformation
   patterns. Significant tensile stresses can be generated locally along
   certain directions, which offers a mechanistic rationale for the
   internal cracking observed experimentally. The unloading process also
   leads to an expansion of the tension-stressed area, as well as continued
   plastic flow in parts of the aluminum layers. Comparisons of hardness
   and indentation-derived modulus between modeling and experiments also
   point to the importance of incorporating the detailed geometric features
   when performing indentation analyses. (C) 2009 Acta Materialia Inc.
   Published by Elsevier Ltd. All rights reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Shen, YL (Reprint Author), Univ New Mexico, Dept Mech Engn, Albuquerque, NM 87131 USA.
   Tang, G.; Shen, Y. -L., Univ New Mexico, Dept Mech Engn, Albuquerque, NM 87131 USA.
   Singh, D. R. P.; Chawla, N., Arizona State Univ, Sch Mech Aerosp Chem \& Mat Engn, Tempe, AZ 85287 USA.}},
DOI = {{10.1016/j.actamat.2009.11.046}},
ISSN = {{1359-6454}},
Keywords = {{Nanoindentation; Multilayers; Nanocomposites; Finite element analysis;
   Plastic deformation}},
Keywords-Plus = {{THIN-FILMS; MECHANICAL-PROPERTIES; MATRIX COMPOSITES; ELASTOPLASTIC
   PROPERTIES; SHARP INDENTATION; NANOINDENTATION; COATINGS; HARDNESS;
   TENSILE; MICROSTRUCTURES}},
Research-Areas = {{Materials Science; Metallurgy \& Metallurgical Engineering}},
Web-of-Science-Categories  = {{Materials Science, Multidisciplinary; Metallurgy \& Metallurgical
   Engineering}},
Author-Email = {{shenyl@unm.edu}},
ResearcherID-Numbers = {{Chawla, Nikhilesh/A-3433-2008
   Shen, Yu-Lin/C-1942-2008}},
ORCID-Numbers = {{Chawla, Nikhilesh/0000-0002-4478-8552
   }},
Funding-Acknowledgement = {{National Science Foundation {[}DMR-0504781]}},
Funding-Text = {{This work was supported by the National Science Foundation (DMR-0504781,
   Drs. A. Ardell and B.A. MacDonald, Program Managers).}},
Number-of-Cited-References = {{39}},
Times-Cited = {{37}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{22}},
Journal-ISO = {{Acta Mater.}},
Doc-Delivery-Number = {{568GY}},
Unique-ID = {{ISI:000275511700014}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000280285800011,
Author = {Citarella, R. and Cricri, G.},
Title = {{Comparison of DBEM and FEM crack path predictions in a notched shaft
   under torsion}},
Journal = {{ENGINEERING FRACTURE MECHANICS}},
Year = {{2010}},
Volume = {{77}},
Number = {{11, SI}},
Pages = {{1730-1749}},
Month = {{JUL}},
Note = {{3rd International Conference on Crack Paths, Univ Padova, Vicenza,
   ITALY, SEP, 2009}},
Abstract = {{The rather complex 3D fatigue crack growth behaviour of two
   anti-symmetric ``bird wing{''} cracks, initiated from the two crack
   front corner points of a notched shaft undergoing torsion, is
   investigated by the Dual Boundary Element Method (DBEM) and by the
   Finite Element Method (FEM). Different criteria for the crack path
   assessment (Minimum Strain Energy Density, Maximum Principal Stress and
   Approximate Energy Release Rate) and for the Stress Intensity Factor
   (SIF) evaluation (COD and J-integral) are adopted. The Sirs and the
   crack path, calculated by such different approaches, turn out to be well
   consistent with each other. Moreover the simulated crack path
   qualitatively agrees with experimental findings available from
   literature. (C) 2010 Elsevier Ltd. All rights reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article; Proceedings Paper}},
Language = {{English}},
Affiliation = {{Citarella, R (Reprint Author), Univ Salerno, Dept Mech Engn, Fisciano, SA, Italy.
   Citarella, R.; Cricri, G., Univ Salerno, Dept Mech Engn, Fisciano, SA, Italy.}},
DOI = {{10.1016/j.engfracmech.2010.03.012}},
ISSN = {{0013-7944}},
Keywords = {{DBEM; FEM; Multiple site damage; 3D crack growth}},
Keywords-Plus = {{FRACTURE CRITERION; SURFACE CRACK; MODE; BEM; 3D}},
Research-Areas = {{Mechanics}},
Web-of-Science-Categories  = {{Mechanics}},
Author-Email = {{rcitarella@unisa.it}},
ORCID-Numbers = {{cricri, gabriele/0000-0002-1230-9473
   citarella, roberto/0000-0003-3167-019X}},
Number-of-Cited-References = {{19}},
Times-Cited = {{36}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{6}},
Journal-ISO = {{Eng. Fract. Mech.}},
Doc-Delivery-Number = {{630PP}},
Unique-ID = {{ISI:000280285800011}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000275587500009,
Author = {Sarkar, S. and Mahadevan, S. and Meeussen, J. C. L. and van der Sloot,
   H. and Kosson, D. S.},
Title = {{Numerical simulation of cementitious materials degradation under
   external sulfate attack}},
Journal = {{CEMENT \& CONCRETE COMPOSITES}},
Year = {{2010}},
Volume = {{32}},
Number = {{3}},
Pages = {{241-252}},
Month = {{MAR}},
Abstract = {{A numerical methodology is proposed in this paper to Simulate the
   degradation of cementitious Materials under external Sulfate attack. The
   methodology includes diffusion of ions in and out of the structure,
   chemical reactions which lead to dissolution and precipitation of
   solids, and mechanical damage accumulation using a continuum damage
   mechanics approach. Diffusion of ions is assumed to occur under a
   concentration gradient as well as under a chemical activity gradient.
   Chemical reactions are assumed to Occur under a local equilibrium
   condition which is considered to be valid for diffusion controlled
   reaction mechanisms. A macro-scale representation of mechanical damage
   is used in this model which reflects the cracking state of the
   Structure. The mechanical and diffusion properties are modified at each
   time step based oil the accumulated damage. The model is calibrated and
   validated using experimental results obtained from the literature. The
   usefulness of the model in evaluating the mineralogical evolution and
   mechanical deterioration of the structure is demonstrated. (C) 2009
   Elsevier Ltd. All rights reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Mahadevan, S (Reprint Author), Vanderbilt Univ, Dept Civil \& Environm Engn, Box 1831-B, Nashville, TN 37235 USA.
   Sarkar, S.; Mahadevan, S.; Kosson, D. S., Vanderbilt Univ, Dept Civil \& Environm Engn, Nashville, TN 37235 USA.
   Meeussen, J. C. L.; van der Sloot, H., Energy Res Ctr Netherlands, Environm Risk Assessment Grp, Petten, Netherlands.}},
DOI = {{10.1016/j.cemconcomp.2009.12.005}},
ISSN = {{0958-9465}},
Keywords = {{Sulfate attack; Cracking; Degradation; Durability; Numerical modeling}},
Keywords-Plus = {{DELAYED ETTRINGITE FORMATION; CONCRETE STRUCTURES; CHEMICAL-REACTIONS;
   BLENDED CEMENTS; ION DIFFUSION; MODELING ION; DAMAGE MODEL; TRANSPORT;
   BEHAVIOR; SYSTEMS}},
Research-Areas = {{Construction \& Building Technology; Materials Science}},
Web-of-Science-Categories  = {{Construction \& Building Technology; Materials Science, Composites}},
Author-Email = {{sohini.sarkar@vanderbilt.edu
   sankaran.mahadevan@vanderbilt.edu
   meeussen@ecn.nl
   vandersloot@ecn.nl
   david.kosson@vanderbilt.edu}},
Number-of-Cited-References = {{60}},
Times-Cited = {{36}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{37}},
Journal-ISO = {{Cem. Concr. Compos.}},
Doc-Delivery-Number = {{569HP}},
Unique-ID = {{ISI:000275587500009}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000279314100001,
Author = {Jiang, T. and Shao, J. F. and Xu, W. Y. and Zhou, C. B.},
Title = {{Experimental investigation and micromechanical analysis of damage and
   permeability variation in brittle rocks}},
Journal = {{INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES}},
Year = {{2010}},
Volume = {{47}},
Number = {{5}},
Pages = {{703-713}},
Month = {{JUL}},
Abstract = {{Induced anisotropic damage and related permeability variation in brittle
   rocks are investigated. Triaxial compression tests with permeability
   measurement are first performed. It is found that the permeability can
   significantly increase with the growth and coalescence of microcracks.
   The permeability change can be related to the density and opening of
   microcracks. Based on various experimental evidences, a
   micromechanics-based damage model is proposed for the description of
   anisotropic damage. This model takes into account unilateral effects and
   frictional sliding in closed microcracks. The normal opening of
   microcracks generated by the frictional sliding due to the roughness of
   crack surface is also considered. The overall permeability of cracked
   medium isestimated by the volumetric averaging of the local permeability
   in microcracks, which is described by an extended cubic law. Comparisons
   between numerical predictions and experimental data are presented for
   different mechanical and hydromechanicaltests. \& 2010 ElsevierLtd.
   Allrightsreserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Shao, JF (Reprint Author), Univ Lille, Polytech Lille USTL, Lab Mecan Lille, UMR8107,CNRS, F-59655 Villeneuve Dascq, France.
   Shao, J. F., Univ Lille, Polytech Lille USTL, Lab Mecan Lille, UMR8107,CNRS, F-59655 Villeneuve Dascq, France.
   Jiang, T.; Shao, J. F., Univ Hohai, Inst Geomech, Nanjing, Peoples R China.
   Zhou, C. B., Wuhan Univ, Sch Hydroelect Engn, Wuhan 430072, Peoples R China.}},
DOI = {{10.1016/j.ijrmms.2010.05.003}},
ISSN = {{1365-1609}},
Keywords = {{Damage; Microcracks; Permeability; Hydromechanical coupling; Brittle
   rocks; Micromechanics}},
Keywords-Plus = {{ANISOTROPIC DAMAGE; CONCRETE; GRANITE; GROWTH; MODEL; FRACTURES;
   TRANSPORT; JOINTS; MEDIA}},
Research-Areas = {{Engineering; Mining \& Mineral Processing}},
Web-of-Science-Categories  = {{Engineering, Geological; Mining \& Mineral Processing}},
Author-Email = {{jianfu.shao@univ-lille1.fr}},
ResearcherID-Numbers = {{Jiang, Tao/E-5048-2013
   Zhou, Chuangbing/A-6964-2015
   Zhou, Chuang-Bing/B-4254-2017}},
ORCID-Numbers = {{Jiang, Tao/0000-0002-3338-4747
   Zhou, Chuangbing/0000-0002-0114-735X
   }},
Number-of-Cited-References = {{32}},
Times-Cited = {{35}},
Usage-Count-Last-180-days = {{3}},
Usage-Count-Since-2013 = {{34}},
Journal-ISO = {{Int. J. Rock Mech. Min. Sci.}},
Doc-Delivery-Number = {{617XB}},
Unique-ID = {{ISI:000279314100001}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000279477200004,
Author = {Shi, Xianming and Fay, Laura and Peterson, Marijean M. and Yang,
   Zhengxian},
Title = {{Freeze-thaw damage and chemical change of a portland cement concrete in
   the presence of diluted deicers}},
Journal = {{MATERIALS AND STRUCTURES}},
Year = {{2010}},
Volume = {{43}},
Number = {{7}},
Pages = {{933-946}},
Month = {{AUG}},
Abstract = {{The present study experimentally investigates the effect of different
   diluted deicers on concrete deterioration. Laboratory simulations of
   environmental freeze/thaw cycling were first conducted on Portland
   cement concrete specimens in the presence of various deicers (NaCl,
   K-formate, NaCl-based deicer, K-acetate-based deicer,
   Na-acetate/Na-formate blend deicer, CMA deicer, or MgCl(2) liquid
   deicer); and SEM/EDX measurements were then conducted for the concrete
   samples. Under the experimental conditions in this study, the CMA solid
   deicer and the MgCl(2) liquid deicer were benign to the concrete
   durability, whereas K-formate and the Na-acetate/Na-formate blend deicer
   showed moderate amount of weight loss and noticeable deterioration of
   the concrete. NaCl, the NaCl-based deicer, and the K-acetate-based
   deicer were the most deleterious to the concrete. In addition to
   exacerbating physical distresses, each investigated chemical or diluted
   deicer chemically reacted with some of the cement hydrates and formed
   new products in the pores and cracks. Such physiochemical changes of the
   cement paste induced by the deicers pose various levels of risks for the
   concrete durability.}},
Publisher = {{SPRINGER}},
Address = {{VAN GODEWIJCKSTRAAT 30, 3311 GZ DORDRECHT, NETHERLANDS}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Shi, XM (Reprint Author), Montana State Univ, Corros \& Sustainable Infrastruct Lab, Western Transportat Inst, Coll Engn, POB 174250, Bozeman, MT 59717 USA.
   Shi, Xianming; Fay, Laura; Peterson, Marijean M.; Yang, Zhengxian, Montana State Univ, Corros \& Sustainable Infrastruct Lab, Western Transportat Inst, Coll Engn, Bozeman, MT 59717 USA.
   Shi, Xianming, Montana State Univ, Dept Civil Engn, Bozeman, MT 59717 USA.}},
DOI = {{10.1617/s11527-009-9557-0}},
ISSN = {{1359-5997}},
Keywords = {{Deicer; Portland cement concrete; SEM; EDX; Freeze-thaw}},
Keywords-Plus = {{ALKALI-SILICA REACTION; MORTARS; CORROSION; EXPANSION; WATER}},
Research-Areas = {{Construction \& Building Technology; Engineering; Materials Science}},
Web-of-Science-Categories  = {{Construction \& Building Technology; Engineering, Civil; Materials
   Science, Multidisciplinary}},
Author-Email = {{xianming\_s@coe.montana.edu}},
ResearcherID-Numbers = {{Shi, Xianming/A-5108-2012
   }},
ORCID-Numbers = {{Shi, Xianming/0000-0003-3576-8952
   Yang, Zhengxian/0000-0003-1703-4963}},
Funding-Acknowledgement = {{Colorado Department of Transportation (CDOT); Research and Innovative
   Technology Administration under the U.S. DOT; CDOT technical panel}},
Funding-Text = {{The authors acknowledge the funding support by the Colorado Department
   of Transportation (CDOT) and by the Research and Innovative Technology
   Administration under the U.S. DOT. We also thank the CDOT Research Study
   Managers Roberto de Dios and Patricia Martinek and the CDOT technical
   panel for their support. We also extend our sincere appreciation to Dr.
   Recep Avci of the Imaging and Chemical Analysis Laboratory at Montana
   State University for the use of FESEM/EDX instrumentation and Mr. Doug
   Cross of the Western Transportation Institute for his help with concrete
   batching.}},
Number-of-Cited-References = {{34}},
Times-Cited = {{34}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{23}},
Journal-ISO = {{Mater. Struct.}},
Doc-Delivery-Number = {{620CS}},
Unique-ID = {{ISI:000279477200004}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000276770300002,
Author = {Singh, Chandra Veer and Talreja, Ramesh},
Title = {{Evolution of ply cracks in multidirectional composite laminates}},
Journal = {{INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES}},
Year = {{2010}},
Volume = {{47}},
Number = {{10}},
Pages = {{1338-1349}},
Month = {{MAY 15}},
Abstract = {{This paper treats evolution of ply cracks in multidirectional composite
   laminates subjected to a quasi-static tensile load in the longitudinal
   direction. Starting with pre-existing ply cracks in off-axis plies, the
   formation of additional cracks is analyzed by an energy-based approach.
   A critical laminate energy parameter associated with formation of these
   cracks is defined and is evaluated using experimental data for a
   reference cross-ply laminate. The modeling approach requires crack
   surface displacements, which are calculated by a three-dimensional
   finite element (3-D FE) analysis performed on a suitable representative
   volume of the given cracked laminate. The model predictions agree well
   with experimental data for {[}0/ +/- 0(4)/0(1/2)](s) and {[}0/90/ -/+
   45](s) laminates. A parametric study is conducted to evaluate effects of
   ply thickness and ply stacking sequence on damage evolution in
   {[}0(m)/90(n)/ -/+ 0(p)](s) laminates. (C) 2010 Elsevier Ltd. All rights
   reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Talreja, R (Reprint Author), Texas A\&M Univ, Dept Aerosp Engn, College Stn, TX 77843 USA.
   Singh, Chandra Veer; Talreja, Ramesh, Texas A\&M Univ, Dept Aerosp Engn, College Stn, TX 77843 USA.}},
DOI = {{10.1016/j.ijsolstr.2010.01.016}},
ISSN = {{0020-7683}},
Keywords = {{Multidirectional composites; Ply cracking; Damage mechanics;
   Computational simulation; Damage evolution}},
Keywords-Plus = {{TRANSVERSE CRACKING; PROPAGATION; THICKNESS; PLIES; ANGLE}},
Research-Areas = {{Mechanics}},
Web-of-Science-Categories  = {{Mechanics}},
Author-Email = {{chandraveer@tamu.edu
   talreja@aero.tamu.edu}},
ResearcherID-Numbers = {{Singh, Chandra Veer/B-4632-2008}},
ORCID-Numbers = {{Singh, Chandra Veer/0000-0002-6644-0178}},
Number-of-Cited-References = {{16}},
Times-Cited = {{34}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{19}},
Journal-ISO = {{Int. J. Solids Struct.}},
Doc-Delivery-Number = {{584RM}},
Unique-ID = {{ISI:000276770300002}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000275244900011,
Author = {Obaidat, Yasmeen Taleb and Heyden, Susanne and Dahlblom, Ola},
Title = {{The effect of CFRP and CFRP/concrete interface models when modelling
   retrofitted RC beams with FEM}},
Journal = {{COMPOSITE STRUCTURES}},
Year = {{2010}},
Volume = {{92}},
Number = {{6}},
Pages = {{1391-1398}},
Month = {{MAY}},
Abstract = {{Concrete structures retrofitted with fibre reinforced plastic (FRP)
   applications have become widespread in the last decade due to the
   economic benefit from it. This paper presents a finite element analysis
   which is validated against laboratory tests of eight beams. All beams
   had the same rectangular cross-section geometry and were loaded under
   four point bending, but differed in the length of the carbon fibre
   reinforced plastic (CFRP) plate. The commercial numerical analysis tool
   Abaqus was used, and different material models were evaluated with
   respect to their ability to describe the behaviour of the beams. Linear
   elastic isotropic and orthotropic models were used for the CFRP and a
   perfect bond model and a cohesive bond model was used for the
   concrete-CFRP interface. A plastic damage model was used for the
   concrete. The analyses results show good agreement with the experimental
   data regarding load-displacement response, crack pattern and debonding
   failure mode when the cohesive bond model is used. The perfect bond
   model failed to capture the softening behaviour of the beams. There is
   no significant difference between the elastic isotropic and orthotropic
   models for the CFRP. (C) 2009 Elsevier Ltd. All rights reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Obaidat, YT (Reprint Author), Lund Univ, Div Struct Mech, Lund, Sweden.
   Obaidat, Yasmeen Taleb; Heyden, Susanne; Dahlblom, Ola, Lund Univ, Div Struct Mech, Lund, Sweden.}},
DOI = {{10.1016/j.compstruct.2009.11.008}},
ISSN = {{0263-8223}},
Keywords = {{Carbon fibre reinforced plastic (CFRP); Strengthening; Laminate;
   Cohesive model; Reinforced concrete beam; Finite element analysis (FEA)}},
Keywords-Plus = {{CONCRETE; BEHAVIOR}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
Author-Email = {{Yasmeen.Obaidat@byggmek.lth.se}},
Number-of-Cited-References = {{24}},
Times-Cited = {{34}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{18}},
Journal-ISO = {{Compos. Struct.}},
Doc-Delivery-Number = {{564VB}},
Unique-ID = {{ISI:000275244900011}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000286069800030,
Author = {Loyola, Bryan R. and La Saponara, Valeria and Loh, Kenneth J.},
Title = {{In situ strain monitoring of fiber-reinforced polymers using embedded
   piezoresistive nanocomposites}},
Journal = {{JOURNAL OF MATERIALS SCIENCE}},
Year = {{2010}},
Volume = {{45}},
Number = {{24}},
Pages = {{6786-6798}},
Month = {{DEC}},
Abstract = {{Fiber-reinforced polymer (FRP) structures and components are highly
   susceptible to damage due to delamination, matrix cracking,
   inter-laminar fracture, and debonding, all of which have potential to
   cause catastrophic structural failure. While numerous sensing
   technologies have been developed and embedded in FRP composites for
   monitoring strain, they serve as defects and can promote damage
   formation and propagation. Thus, in this study, an alternative technique
   is proposed for in situ strain monitoring of FRP composites via
   layer-by-layer multi-walled carbon nanotube-polyelectrolyte thin films
   deposited directly upon glass fiber weaves. To date, these carbon
   nanotube-based thin films have been validated for their
   piezoresistivity. The objective of this study is to characterize the
   strain sensing performance of different thickness thin films deposited
   on glass fiber weaves and embedded in FRP specimens using time-domain
   two-point probe resistance and frequency-domain electrical impedance
   spectroscopy (EIS) measurements. From the experimental thin film
   electromechanical response, a new method for fitting using a cubic
   smoothing spline is implemented and is compared to linear least-squares
   fitting. The results show that the cubic spline fit is better suited for
   capturing the strain sensitivities (or gage factors) of these thin films
   within the time-and frequency-domains along with the variation of strain
   sensitivity with applied strain. The bulk resistance response is
   described by the DC resistance measurements, whereas the EIS
   measurements provide insight of the inter-nanotube response.}},
Publisher = {{SPRINGER}},
Address = {{233 SPRING ST, NEW YORK, NY 10013 USA}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{La Saponara, V (Reprint Author), Univ Calif Davis, Dept Mech \& Aerosp Engn, Davis, CA 95616 USA.
   Loyola, Bryan R.; La Saponara, Valeria, Univ Calif Davis, Dept Mech \& Aerosp Engn, Davis, CA 95616 USA.
   Loh, Kenneth J., Univ Calif Davis, Dept Civil \& Environm Engn, Davis, CA 95616 USA.}},
DOI = {{10.1007/s10853-010-4775-y}},
ISSN = {{0022-2461}},
EISSN = {{1573-4803}},
Keywords-Plus = {{CARBON NANOTUBE NETWORKS; NONDESTRUCTIVE EVALUATION; COMPOSITE; SENSORS;
   PERCOLATION; SYSTEM}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Multidisciplinary}},
Author-Email = {{vlasaponara@ucdavis.edu
   kjloh@ucdavis.edu}},
ResearcherID-Numbers = {{Loh, Kenneth/P-3218-2016}},
ORCID-Numbers = {{Loh, Kenneth/0000-0003-1448-6251}},
Funding-Acknowledgement = {{National Science Foundation {[}CMMI-0642814]; College of Engineering,
   University of California, Davis}},
Funding-Text = {{The authors would like to thank Dr. Frank Yaghmaie, Ms. Yingjun
   ``Irene{''} Zhao, Mr. Joe Fleck, and the Northern California
   Nanotechnology Center (NC<SUP>2</SUP>) for assistance with acquiring the
   SEM images. The authors would also like to acknowledge the National
   Science Foundation (CAREER CMMI-0642814) and the College of Engineering,
   University of California, Davis, for support of this research.
   Additional support has also been provided by the University of
   California Center for Information Technology Research in the Interest of
   Society (CITRIS).}},
Number-of-Cited-References = {{58}},
Times-Cited = {{33}},
Usage-Count-Last-180-days = {{3}},
Usage-Count-Since-2013 = {{26}},
Journal-ISO = {{J. Mater. Sci.}},
Doc-Delivery-Number = {{704RJ}},
Unique-ID = {{ISI:000286069800030}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000283611000022,
Author = {Daggumati, S. and Van Paepegem, W. and Degrieck, J. and Xu, J. and
   Lomov, S. V. and Verpoest, I.},
Title = {{Local damage in a 5-harness satin weave composite under static tension:
   Part II - Meso-FE modelling}},
Journal = {{COMPOSITES SCIENCE AND TECHNOLOGY}},
Year = {{2010}},
Volume = {{70}},
Number = {{13, SI}},
Pages = {{1934-1941}},
Month = {{NOV 15}},
Abstract = {{This study forms the second part of a paper on the local damage analysis
   in a thermo-plastic 5-harness satin weave composite under uni-axial
   static tensile load. The experimental observations of Part I are
   confronted with the meso-FE simulations Part II describes the following
   steps regarding the unit cell meso-FE modelling starting from. (1)
   construction of the unit cell geometrical model: (2) estimation of the
   homogenized elastic constants of the unit cell using different boundary
   conditions, (3) evaluation of the local stress and damage behavior of
   the unit cell using meso-FE simulations. The aim of the numerical
   analysis is to investigate the dependency of local ply stress and damage
   profiles on the adjacent layers of the laminate
   In order to reflect the constraints posed by the surrounding plies,
   depending on the ply placement in the laminate (inside/surface),
   different unit cell geometrical models with suitable boundary conditions
   were used for the FE analysis From the numerical simulations It is
   observed that (a) the homogenized elastic constants of the unit cell
   vary considerably depending on the boundary conditions used for the unit
   cell FE analysis, (b) intra-yarn stress and damage profiles are
   sensitive to the unit cell model as well as the boundary conditions used
   for the FE analysis. (C) 2010 Elsevier Ltd. All rights reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Daggumati, S (Reprint Author), Univ Ghent, Dept Mat Sci \& Engn, Sint Pietersnieuwstr 41, B-9000 Ghent, Belgium.
   Daggumati, S.; Van Paepegem, W.; Degrieck, J., Univ Ghent, Dept Mat Sci \& Engn, B-9000 Ghent, Belgium.
   Xu, J.; Lomov, S. V.; Verpoest, I., Katholieke Univ Leuven, Dept Met \& Mat Engn, B-3001 Louvain, Belgium.}},
DOI = {{10.1016/j.compscitech.2010.07.002}},
ISSN = {{0266-3538}},
Keywords = {{Textile composite; Transverse cracking; Finite element analysis (FEA);
   Multiscale modelling; Weft yarn damage}},
Keywords-Plus = {{WOVEN FABRIC COMPOSITES; TEXTILE COMPOSITES; HOMOGENIZATION; ELEMENT;
   COMPONENTS; SIMULATION}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
ResearcherID-Numbers = {{Lomov, Stepan/C-2366-2014
   VAN PAEPEGEM, Wim/A-1822-2008}},
ORCID-Numbers = {{Lomov, Stepan/0000-0002-8194-4913
   VAN PAEPEGEM, Wim/0000-0003-0672-3675}},
Funding-Acknowledgement = {{FWO - Vlaanderen {[}G.0233.06H]}},
Funding-Text = {{The authors would like to acknowledge the FWO - Vlaanderen for the
   financial support provided through the Project G.0233.06H. The authors
   also express their gratitude to `Ten Cate' for supplying the composite
   plates.}},
Number-of-Cited-References = {{35}},
Times-Cited = {{33}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{13}},
Journal-ISO = {{Compos. Sci. Technol.}},
Doc-Delivery-Number = {{672TY}},
Unique-ID = {{ISI:000283611000022}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000278894600012,
Author = {Ozbolt, J. and Balabanic, G. and Periskic, G. and Kuster, M.},
Title = {{Modelling the effect of damage on transport processes in concrete}},
Journal = {{CONSTRUCTION AND BUILDING MATERIALS}},
Year = {{2010}},
Volume = {{24}},
Number = {{9}},
Pages = {{1638-1648}},
Month = {{SEP}},
Abstract = {{The calculation of corrosion current density, during the process of
   electrochemical steel corrosion in concrete, requires modelling of the
   following physical and electrochemical processes: transport of capillary
   water, oxygen and chloride through the concrete cover, immobilization of
   chloride in the concrete, transport of OH(-) ions through electrolyte in
   concrete pores and cathodic and anodic polarization. The paper deals
   with a 3D numerical model for transport of capillary water, oxygen and
   chloride through the concrete. The model is formulated in the framework
   of continuum mechanics following basic principles of irreversible
   thermodynamics. The mechanical part of the model is based on the
   hygro-thermo dependent microplane model of concrete. Damage and cracking
   phenomena are modelled within the concept of smeared cracks (weak
   discontinuity). The interaction between the non-mechanical processes
   (distribution of temperature, capillary water, oxygen and chloride) and
   mechanical properties of concrete (damage) is taken into account. The
   strong and weak formulations of the model and the implementation into a
   3D finite element code are discussed. The formulation is restricted to
   the processes leading to depassivation of reinforcement. The application
   of the model is illustrated on a numerical example in which the
   transient 3D finite element analysis of RC slab is carried out to
   investigate the influence of damage of concrete on depassivation time of
   reinforcement. In the analysis, the undamaged and damaged parts of
   previously loaded RC slabs are exposed to the aggressive influence of
   seawater. Due to external load, the RC slab was partly cracked before
   the exposure to seawater. Consequently, the damaged part of the slab
   exhibits a much shorter depassivation time than the undamaged part. This
   is due to the cracking of concrete, which significantly accelerates
   processes that are relevant for depassivation of reinforcement. It is
   shown that depassivation in the cracked concrete is reached almost
   immediately after the attack of chlorides. The numerical results are in
   good agreement with the available experimental observations. (C) 2010
   Elsevier Ltd. All rights reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Ozbolt, J (Reprint Author), Univ Stuttgart, Inst Construct Mat, Pfaffenwaldring 4, D-70550 Stuttgart, Germany.
   Ozbolt, J.; Periskic, G., Univ Stuttgart, Inst Construct Mat, D-70550 Stuttgart, Germany.
   Ozbolt, J.; Balabanic, G., Gradevinski Fak Rijeka, Rijeka 51000, Croatia.
   Kuster, M., Gradevinski Fak Zagreb, Zagreb 10000, Croatia.}},
DOI = {{10.1016/j.conbuildmat.2010.02.028}},
ISSN = {{0950-0618}},
Keywords = {{Concrete; Transport processes; Damage; Depassivation; Microplane model;
   Finite elements}},
Keywords-Plus = {{STEEL CORROSION; MECHANICAL-PROPERTIES; CHLORIDE DIFFUSION; CRACKED
   CONCRETE; REINFORCEMENT; BEHAVIOR; MEDIA; IONS; FLOW}},
Research-Areas = {{Construction \& Building Technology; Engineering; Materials Science}},
Web-of-Science-Categories  = {{Construction \& Building Technology; Engineering, Civil; Materials
   Science, Multidisciplinary}},
Author-Email = {{ozbolt@iwb.uni-stuttgart.de
   gojko@gradri.hr
   periskic@iwb.uni-stuttgart.de
   marijak@grad.hr}},
Number-of-Cited-References = {{35}},
Times-Cited = {{33}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{19}},
Journal-ISO = {{Constr. Build. Mater.}},
Doc-Delivery-Number = {{612JP}},
Unique-ID = {{ISI:000278894600012}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000279040300012,
Author = {Pietropaoli, Elisa and Riccio, Aniello},
Title = {{On the robustness of finite element procedures based on Virtual Crack
   Closure Technique and fail release approach for delamination growth
   phenomena. Definition and assessment of a novel methodology}},
Journal = {{COMPOSITES SCIENCE AND TECHNOLOGY}},
Year = {{2010}},
Volume = {{70}},
Number = {{8}},
Pages = {{1288-1300}},
Month = {{AUG}},
Abstract = {{Numerical procedures based on the combined use of the Virtual Crack
   Closure Technique and of a fail release approach have been widely used
   to simulate delamination growth phenomena of composite material
   structures. This paper starts explaining why this kind of methodologies
   might not be robust due to mesh and load step size dependency and
   introduces a novel approach able to cope with the problems identified.
   Finally the effectiveness and robustness of the proposed procedure,
   implemented into a commercial finite element software by means of user
   subroutines, are assessed by comparing the obtained numerical results
   for a delamination growth phenomenon against literature experimental
   data on a stiffened panel with a circular embedded delamination under
   compressive load. (C) 2010 Elsevier Ltd. All rights reserved.}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Pietropaoli, E (Reprint Author), CIRA Italian Aerosp Res Ctr, Via Maiorise, I-81043 Capua, Italy.
   Pietropaoli, Elisa; Riccio, Aniello, CIRA Italian Aerosp Res Ctr, I-81043 Capua, Italy.}},
DOI = {{10.1016/j.compscitech.2010.04.006}},
ISSN = {{0266-3538}},
Keywords = {{Layered structures; Delamination; Buckling; Damage mechanics; Finite
   element analysis}},
Keywords-Plus = {{POSTBUCKLED EMBEDDED DELAMINATION; STRESS INTENSITY FACTORS; STIFFENED
   PANELS; PLATE ELEMENTS; COMPOSITE; COMPRESSION}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
Author-Email = {{e.pietropaoli@cira.it
   a.riccio@cira.it}},
ResearcherID-Numbers = {{Riccio, Aniello/F-3086-2011}},
ORCID-Numbers = {{Riccio, Aniello/0000-0001-7426-6803}},
Funding-Acknowledgement = {{European Community {[}FP7/2007-2013, 213371-MAAXIMUS]}},
Funding-Text = {{The research leading to these results has received funding from the
   European Community's Seventh Framework Programme FP7/2007-2013 under
   Grant agreement No. 213371-MAAXIMUS.}},
Number-of-Cited-References = {{32}},
Times-Cited = {{33}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{3}},
Journal-ISO = {{Compos. Sci. Technol.}},
Doc-Delivery-Number = {{614FH}},
Unique-ID = {{ISI:000279040300012}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000277013700003,
Author = {Li, Longbiao and Song, Yingdong},
Title = {{An Approach to Estimate Interface Shear Stress of Ceramic Matrix
   Composites from Hysteresis Loops}},
Journal = {{APPLIED COMPOSITE MATERIALS}},
Year = {{2010}},
Volume = {{17}},
Number = {{3}},
Pages = {{309-328}},
Month = {{APR}},
Abstract = {{An approach to estimate interface shear stress of ceramic matrix
   composites during fatigue loading has been developed in this paper. By
   adopting a shear-lag model which includes the matrix shear deformation
   in the bonded region and friction in the debonded region, the matrix
   crack space and interface debonding length are obtained by matrix
   statistical cracking model and fracture mechanics interface debonding
   criterion. Based on the damage mechanisms of fiber sliding relative to
   matrix in the interface debonded region upon unloading and subsequent
   reloading, the unloading counter slip length and reloading new slip
   length are determined by the fracture mechanics method. The hysteresis
   loops of four different cases have been derived. The hysteresis loss
   energy for the strain energy lost per volume during corresponding cycle
   is formulated in terms of interface shear stress. By comparing the
   experimental hysteresis loss energy with computational values, the
   interface shear stress corresponding to different cycles can then be
   derived. The theoretical results have been compared with experimental
   data of three different ceramic composites.}},
Publisher = {{SPRINGER}},
Address = {{VAN GODEWIJCKSTRAAT 30, 3311 GZ DORDRECHT, NETHERLANDS}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Li, LB (Reprint Author), Nanjing Univ Aeronaut \& Astronaut, Coll Energy \& Power Engn, Nanjing 210016, Peoples R China.
   Li, Longbiao; Song, Yingdong, Nanjing Univ Aeronaut \& Astronaut, Coll Energy \& Power Engn, Nanjing 210016, Peoples R China.}},
DOI = {{10.1007/s10443-009-9122-6}},
ISSN = {{0929-189X}},
Keywords = {{Ceramic matrix composites; Fatigue; Hysteresis loops; Interface shear
   stress}},
Keywords-Plus = {{FIBER-REINFORCED CERAMICS; FATIGUE BEHAVIOR; STRAIN BEHAVIOR; OUT TESTS;
   CRACKING; FRICTION; DAMAGE; GLASS}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
Author-Email = {{llb451@nuaa.edu.cn}},
Funding-Acknowledgement = {{Doctoral Innovation Foundation of Nanjing University of Aeronautics and
   Astronautics {[}BCXJ08-05]; Graduate Innovation Foundation of Jiangsu
   Province {[}CX08B-133Z]}},
Funding-Text = {{This work is sponsored by the Doctoral Innovation Foundation of Nanjing
   University of Aeronautics and Astronautics (No. BCXJ08-05), the Graduate
   Innovation Foundation of Jiangsu Province (No. CX08B-133Z).}},
Number-of-Cited-References = {{29}},
Times-Cited = {{33}},
Usage-Count-Last-180-days = {{3}},
Usage-Count-Since-2013 = {{10}},
Journal-ISO = {{Appl. Compos. Mater.}},
Doc-Delivery-Number = {{587SS}},
Unique-ID = {{ISI:000277013700003}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000274444300012,
Author = {Xu, Feng and Helfen, Lukas and Moffat, Andrew J. and Johnson, Gregory
   and Sinclair, Ian and Baumbach, Tilo},
Title = {{Synchrotron radiation computed laminography for polymer composite
   failure studies}},
Journal = {{JOURNAL OF SYNCHROTRON RADIATION}},
Year = {{2010}},
Volume = {{17}},
Number = {{2}},
Pages = {{222-226}},
Month = {{MAR}},
Abstract = {{Synchrotron radiation computed laminography is applied to the
   three-dimensional micro-imaging of damage in large polymer composite
   plates with high spatial resolution. The influence of different
   experimental conditions is studied with respect to measurement time
   optimization, dose minimization and reduction of artefacts in the
   reconstructed images. Failures like delaminations, transverse ply cracks
   and splits are observed under in situ loads. The propagation of up to 2
   mm-long cracks is non-destructively followed in situ and investigated in
   detail. By phase retrieval using a single detector distance, the
   failures can be easily visualized in three dimensions.}},
Publisher = {{WILEY-BLACKWELL PUBLISHING, INC}},
Address = {{COMMERCE PLACE, 350 MAIN ST, MALDEN 02148, MA USA}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Xu, F (Reprint Author), Karlsruhe Inst Technol, ANKA Inst Synchrotron Radiat, Karlsruhe, Germany.
   Xu, Feng; Helfen, Lukas; Baumbach, Tilo, Karlsruhe Inst Technol, ANKA Inst Synchrotron Radiat, Karlsruhe, Germany.
   Moffat, Andrew J.; Sinclair, Ian, Univ Southampton, Sch Engn Sci, Southampton SO9 5NH, Hants, England.
   Johnson, Gregory, European Synchrotron Radiat Facil, F-38043 Grenoble, France.}},
DOI = {{10.1107/S0909049510001512}},
ISSN = {{0909-0495}},
Keywords = {{laminography; in situ loading; polymer composites; phase retrieval}},
Keywords-Plus = {{X-RAYS; PHASE; TOMOGRAPHY; RESOLUTION; DAMAGE}},
Research-Areas = {{Instruments \& Instrumentation; Optics; Physics}},
Web-of-Science-Categories  = {{Instruments \& Instrumentation; Optics; Physics, Applied}},
Author-Email = {{feng.xu@kit.edu}},
ResearcherID-Numbers = {{Sinclair, Ian/G-4201-2010}},
Funding-Acknowledgement = {{EPSRC {[}EP/E000711/1]}},
Funding-Text = {{The ESRF provided valuable beam time for this project. The authors
   acknowledge J.-P. Valade of beamline ID19 for help during installation
   of the set-up. Airbus and GE-Aviation are acknowledged for materials
   supply, and EPSRC support for AJM (project reference EP/E000711/1).}},
Number-of-Cited-References = {{21}},
Times-Cited = {{33}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{13}},
Journal-ISO = {{J. Synchrot. Radiat.}},
Doc-Delivery-Number = {{554OM}},
Unique-ID = {{ISI:000274444300012}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000283611000021,
Author = {Daggumati, S. and De Baere, I. and Van Paepegem, W. and Degrieck, J. and
   Xu, J. and Lomov, S. V. and Verpoest, I.},
Title = {{Local damage in a 5-harness satin weave composite under static tension:
   Part I - Experimental analysis}},
Journal = {{COMPOSITES SCIENCE AND TECHNOLOGY}},
Year = {{2010}},
Volume = {{70}},
Number = {{13, SI}},
Pages = {{1926-1933}},
Month = {{NOV 15}},
Abstract = {{This paper presents an experimental damage analysis of a 5-harness satin
   weave carbon-PPS (polyphenylene sulphide) composite under uni-axial
   static tensile load In order to understand the local damage behaviour,
   tensile tests were performed and accompanied by acoustic emission (AE)
   and microscopic analysis of the composite specimen. These tests enable
   us to detect the damage initiation stress as well as the damage
   initiation location in the composite Microscopic observation of the
   tested composite laminates allowed the characterization of the sequence
   of intra-yarn transverse damage (perpendicular to the load direction)
   occurrence at different locations in the laminate, starting from crack
   initiation to the final failure of the composite
   The earliest crack events occurred inside the laminate middle layers,
   followed by the damage on the traction free surface It is observed that
   the initiation of the transverse crack, the location of the crack in the
   weft yarn cross-section (centre/near the edges) is affected by the
   relative position of the ply in the laminate (local nesting
   configuration) The first part of this paper deals with the experimental
   characterization of sequential damage in a 5-harness satin weave
   composite. Part II deals with the meso-FE modeling of damage using a
   satin weave unit cell, and the correlation between experimental and
   numerical results. (C) 2010 Elsevier Ltd All rights reserved}},
Publisher = {{ELSEVIER SCI LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Daggumati, S (Reprint Author), Univ Ghent, Dept Mat Sci \& Engn, Sint Pietersnieuwstr 41, B-9000 Ghent, Belgium.
   Daggumati, S.; De Baere, I.; Van Paepegem, W.; Degrieck, J., Univ Ghent, Dept Mat Sci \& Engn, B-9000 Ghent, Belgium.
   Xu, J.; Lomov, S. V.; Verpoest, I., Katholieke Univ Leuven, Dept Met \& Mat Engn, B-3001 Louvain, Belgium.}},
DOI = {{10.1016/j.compscitech.2010.07.003}},
ISSN = {{0266-3538}},
Keywords = {{Textile composite; Transverse cracking; Acoustic emission; Multiscale
   modelling; Weft yarn damage}},
Keywords-Plus = {{THERMOPLASTIC COMPOSITES; RESIDUAL-STRESSES; ACOUSTIC-EMISSION;
   ACCUMULATION}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
ResearcherID-Numbers = {{Lomov, Stepan/C-2366-2014
   VAN PAEPEGEM, Wim/A-1822-2008}},
ORCID-Numbers = {{Lomov, Stepan/0000-0002-8194-4913
   VAN PAEPEGEM, Wim/0000-0003-0672-3675}},
Funding-Acknowledgement = {{FWO - Vlaanderen {[}G.0233.06H]}},
Funding-Text = {{The authors would like to acknowledge the FWO - Vlaanderen for the
   financial support provided through the Project G.0233.06H. Assistance
   from the laboratory staff at the department of MTM - Kris van der Staey
   and Johan Vanhuist is gratefully acknowledged. The authors also express
   their gratitude to `Ten Cate' for supplying the composite plates.}},
Number-of-Cited-References = {{24}},
Times-Cited = {{32}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{10}},
Journal-ISO = {{Compos. Sci. Technol.}},
Doc-Delivery-Number = {{672TY}},
Unique-ID = {{ISI:000283611000021}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000284674400012,
Author = {Vajdova, Veronika and Zhu, Wei and Chen, Tzu-Mo Natalie and Wong,
   Teng-fong},
Title = {{Micromechanics of brittle faulting and cataclastic flow in Tavel
   limestone}},
Journal = {{JOURNAL OF STRUCTURAL GEOLOGY}},
Year = {{2010}},
Volume = {{32}},
Number = {{8}},
Pages = {{1158-1169}},
Month = {{AUG}},
Abstract = {{Previous studies reveal that while compact carbonate rocks display
   exclusively dilatancy under compressive deformation, compaction may be
   observed in their more porous counterparts. In their compactive behavior
   the porous carbonate rocks are more akin to e.g., sandstone. Whereas the
   micromechanics of brittle faulting and cataclastic flow in sandstone has
   been studied extensively, little is known about these processes in a
   porous limestone. To investigate both failure modes we deformed samples
   of Tavel limestone with porosity 10-14\% to various stages of
   deformation in conventional triaxial configuration at confining
   pressures corresponding to brittle faulting and cataclastic flow and
   described the microstructures associated with the damage evolution using
   optical and electron microscopy. In this porous micritic limestone
   cataclasis is the dominant mechanism of deformation. The microcracks
   initiate as pore-emanated and while all pores contribute to microcrack
   initiation, it is the large pores that drive crack propagation and
   coalescence leading to failure. In brittle faulting, dilatancy arises
   from microcracks growing parallel to maximum principal stress, with
   their coalescence leading to shear localization. In cataclastic flow
   microcracks do not have preferred orientation. Interplay between pore
   collapse and formation of new microcracks determines the compactive
   versus dilatant character of the cataclastic flow. (C) 2010 Elsevier
   Ltd. All rights reserved.}},
Publisher = {{PERGAMON-ELSEVIER SCIENCE LTD}},
Address = {{THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Vajdova, V (Reprint Author), NOV Downhole, 500 Conroe Pk W, Conroe, TX 77303 USA.
   Vajdova, Veronika; Zhu, Wei; Chen, Tzu-Mo Natalie; Wong, Teng-fong, SUNY Stony Brook, Dept Geosci, Stony Brook, NY 11794 USA.}},
DOI = {{10.1016/j.jsg.2010.07.007}},
ISSN = {{0191-8141}},
Keywords = {{Micromechanics; Limestone; Pore collapse; Shear failure; Microstructure;
   Experimental}},
Keywords-Plus = {{FAILURE; ROCKS; DEFORMATION; TRANSITION; COMPRESSION; COMPACTION;
   SANDSTONE; SOLIDS; MARBLE; DAMAGE}},
Research-Areas = {{Geology}},
Web-of-Science-Categories  = {{Geosciences, Multidisciplinary}},
Author-Email = {{veronika@gmail.com}},
Funding-Acknowledgement = {{Office of Basic Energy Sciences, Department of Energy
   {[}DE-FG02-99ER14996, DE-SC0004118]}},
Funding-Text = {{We are grateful to Elizabeth Bemer and Patrick Baud who kindly provided
   the blocks of Tavel limestone. We want to thank Patrick Baud for help
   with experiments, Jim Quinn for assistance with SEM microscopy and Wenlu
   Zhu for discussions on microstructure interpretation. We also want to
   thank Ernie Rutter and an anonymous reviewer for their valuable comments
   and suggestions. This research was partially supported by the Office of
   Basic Energy Sciences, Department of Energy under grants
   DE-FG02-99ER14996 and DE-SC0004118.}},
Number-of-Cited-References = {{30}},
Times-Cited = {{32}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{14}},
Journal-ISO = {{J. Struct. Geol.}},
Doc-Delivery-Number = {{686CM}},
Unique-ID = {{ISI:000284674400012}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000274873400011,
Author = {Driemeier, Larissa and Bruenig, Michael and Micheli, Giancarlo and
   Alves, Marcilio},
Title = {{Experiments on stress-triaxiality dependence of material behavior of
   aluminum alloys}},
Journal = {{MECHANICS OF MATERIALS}},
Year = {{2010}},
Volume = {{42}},
Number = {{2}},
Pages = {{207-217}},
Month = {{FEB}},
Abstract = {{The paper presents and discusses experimental procedures, visual
   observations and test results considered important to obtain data that
   can be used in validation of constitutive relations and failure
   criteria. The aim is to investigate the combined effects of stress
   intensity, stress-triaxiality and Lode parameter on the material
   response and failure behavior of aluminum alloys. Smooth and pre-notched
   tensile and shear specimens were manufactured from both very thin sheets
   and thicker plates to cover a wide range of stress triaxialities and
   Lode parameters. In addition, modified Arcan specimens were designed
   allowing investigation of the effect of sudden changes in stress states
   and deformation modes on the material behavior. (C) 2009 Elsevier Ltd.
   All rights reserved.}},
Publisher = {{ELSEVIER SCIENCE BV}},
Address = {{PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Driemeier, L (Reprint Author), Univ Sao Paulo, Grp Solid Mech \& Struct Impact, Dept Mechatron \& Mech Syst Engn, Av Prof Mello Moraes 2231, BR-05508900 Sao Paulo, Brazil.
   Driemeier, Larissa; Micheli, Giancarlo; Alves, Marcilio, Univ Sao Paulo,

repository: OpenDataExpMechanics/Survey

repo_name: OpenDataExpMechanics/Survey