text:
simulate the delamination growth for all the investigated panel
   configurations and to evaluate the influence of the delaminations'
   geometrical parameters on the growth development. As a confirmation of
   the applicability and effectiveness of the adopted numerical tool, the
   numerical results, obtained for all the analysed configurations, in
   terms of grown delaminated area, displacements and strains measured in
   various panel locations, have been compared with experimental data
   available in literature.}},
Publisher = {{SPRINGER}},
Address = {{VAN GODEWIJCKSTRAAT 30, 3311 GZ DORDRECHT, NETHERLANDS}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Riccio, A (Reprint Author), Univ Naples 2, Dept Aerosp \& Mech Engn, Via Roma N 29, I-81031 Aversa, Italy.
   Riccio, A.; Raimondo, A.; Scaramuzzino, F., Univ Naples 2, Dept Aerosp \& Mech Engn, I-81031 Aversa, Italy.}},
DOI = {{10.1007/s10443-012-9282-7}},
ISSN = {{0929-189X}},
Keywords = {{Skin delaminations; Damage growth; Stiffened panels; FEM}},
Keywords-Plus = {{INTERLAMINAR FRACTURE-TOUGHNESS; EMBEDDED DELAMINATION; COMPRESSIVE
   LOAD; DAMAGE; BEHAVIOR; PLATES}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
Author-Email = {{aniello.riccio@unina2.it}},
ResearcherID-Numbers = {{Riccio, Aniello/F-3086-2011}},
ORCID-Numbers = {{Riccio, Aniello/0000-0001-7426-6803}},
Number-of-Cited-References = {{27}},
Times-Cited = {{24}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{9}},
Journal-ISO = {{Appl. Compos. Mater.}},
Doc-Delivery-Number = {{195MF}},
Unique-ID = {{ISI:000322706000009}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000317882500008,
Author = {Tabatabaei, Zahra S. and Volz, Jeffery S. and Baird, Jason and Gliha,
   Benjamin P. and Keener, Darwin I.},
Title = {{Experimental and numerical analyses of long carbon fiber reinforced
   concrete panels exposed to blast loading}},
Journal = {{INTERNATIONAL JOURNAL OF IMPACT ENGINEERING}},
Year = {{2013}},
Volume = {{57}},
Pages = {{70-80}},
Month = {{JUL}},
Abstract = {{The addition of long carbon fibers to traditional reinforced concrete is
   proposed as a method to improve the blast spalling resistance of
   concrete. A series of tests was conducted to compare the blast
   resistance of panels constructed with either conventional reinforced
   concrete (RC) or long carbon fiber-reinforced concrete (LCFRC).
   Conventional reinforced concrete panels were tested as control
   specimens. Pressure sensors measured both the free-field incident
   pressure and the reflected pressure for each panel. Furthermore, a
   finite element model was created in LS-DYNA to replicate both a control
   panel and an LCFRC panel to observe whether or not the models could
   predict the observed damage. Each of the LCFRC panels exhibited less
   material loss and less surface damage than the control panels. The
   addition of long carbon fibers significantly increased the concrete's
   blast resistance and significantly reduced the degree of cracking
   associated with the concrete panels. The results were also compared to
   the existing damage level chart (UFC 3-340-02). A comparison of the
   results indicates that the finite element modeling approach adopted in
   this study provides an adequate representation of both RC and LCFRC
   experimental responses. The results can be used in blast modeling with a
   reasonable degree of accuracy. (C) 2013 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 = {{Tabatabaei, ZS (Reprint Author), Missouri Univ Sci \& Technol, Dept Civil Architectural \& Environm Engn, 211 Butler Carlton Hall,1401 N Pine St, Rolla, MO 65409 USA.
   Tabatabaei, Zahra S.; Volz, Jeffery S.; Gliha, Benjamin P., Missouri Univ Sci \& Technol, Dept Civil Architectural \& Environm Engn, Rolla, MO 65409 USA.
   Baird, Jason, Missouri Univ Sci \& Technol, Dept Min \& Nucl Engn, Rolla, MO 65409 USA.
   Keener, Darwin I., Properma Engn Coatings, Rolla, MO 65401 USA.}},
DOI = {{10.1016/j.ijimpeng.2013.01.006}},
ISSN = {{0734-743X}},
Keywords = {{Long carbon fiber concrete; Blast test; Numerical simulation;
   Experimental study; Protective structure}},
Keywords-Plus = {{IMPACT}},
Research-Areas = {{Engineering; Mechanics}},
Web-of-Science-Categories  = {{Engineering, Mechanical; Mechanics}},
Author-Email = {{ztwx3@mail.mst.edu}},
Funding-Acknowledgement = {{Army Research Lab (ARL); Leonard Wood Institute (LWI)
   {[}W911NF-07-2-0062, LWI-191-028]}},
Funding-Text = {{The authors gratefully acknowledge the financial support provided by the
   Army Research Lab (ARL) and the Leonard Wood Institute (LWI) under Award
   Nos. W911NF-07-2-0062 and LWI-191-028, respectively. The conclusions and
   opinions expressed in this paper are those of the authors and do not
   necessarily reflect the official views or policies of ARL and LWI. The
   authors are also grateful for the ideas and help of Dr. Eric Musselman,
   Assistant Professor at the University of Minnesota, and Mr. Andy
   Coughlin at Hinman Consulting Engineers, Inc.}},
Number-of-Cited-References = {{35}},
Times-Cited = {{24}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{56}},
Journal-ISO = {{Int. J. Impact Eng.}},
Doc-Delivery-Number = {{129ZM}},
Unique-ID = {{ISI:000317882500008}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000317537200044,
Author = {Zhang, Guoqi and Wang, Bing and Ma, Li and Xiong, Jian and Wu, Linzhi},
Title = {{Response of sandwich structures with pyramidal truss cores under the
   compression and impact loading}},
Journal = {{COMPOSITE STRUCTURES}},
Year = {{2013}},
Volume = {{100}},
Pages = {{451-463}},
Month = {{JUN}},
Abstract = {{In this paper, the pyramidal truss core sandwich structures consisting
   of carbon fiber reinforced polymer (CFRP) facesheets and aluminum alloy
   cores were manufactured based on the slot-fitting method. This hybrid
   concept is to maximize the specific bending stiffness/strength as well
   as obtain excellent energy absorption ability. Quasi-static compression
   tests were conducted to get the stress-strain curves and to evaluate the
   energy absorption mechanism. Low velocity impact tests were carried out
   to investigate the damage resistance of such structures. The compressive
   measurements show that the low density aluminum alloy pyramidal truss
   cores have superior energy absorption ability compared with other
   lightweight lattice cores. In the impact tests, the failure of matrix
   cracking, fiber breakage, delamination of CFRP facesheets and buckling
   of truss members occurred and the extent of damage was significantly
   affected by the impact site. In addition to experimental testing, finite
   element models for compression and impact simulations have been
   developed using ABAQUS software. The numerical results were validated
   compared with the experimental tests. (C) 2013 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 = {{Wu, LZ (Reprint Author), Harbin Inst Technol, Ctr Composite Mat \& Struct, Harbin 150001, Peoples R China.
   Zhang, Guoqi; Wang, Bing; Ma, Li; Xiong, Jian; Wu, Linzhi, Harbin Inst Technol, Ctr Composite Mat \& Struct, Harbin 150001, Peoples R China.}},
DOI = {{10.1016/j.compstruct.2013.01.012}},
ISSN = {{0263-8223}},
Keywords = {{Truss core; Sandwich structure; Energy absorption; Impact}},
Keywords-Plus = {{FIBER COMPOSITE SANDWICH; LATTICE MATERIAL; VELOCITY IMPACT; HOLLOW
   TRUSSES; SHEAR; PERFORMANCE; BEHAVIOR; PANELS}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Composites}},
Author-Email = {{wlz@hit.edu.cn}},
ResearcherID-Numbers = {{Wang, Bing/E-5023-2013
   MA, Li/B-6567-2008}},
Funding-Acknowledgement = {{Major State Basic Research Development Program of China (973 Program)
   {[}2011CB610303]; National Science Foundation of China {[}11202059,
   90816024, 11222216]}},
Funding-Text = {{The present work is supported by the Major State Basic Research
   Development Program of China (973 Program) under Grant No. 2011CB610303,
   and the National Science Foundation of China under Grant Nos. 11202059,
   90816024 and 11222216.}},
Number-of-Cited-References = {{30}},
Times-Cited = {{24}},
Usage-Count-Last-180-days = {{10}},
Usage-Count-Since-2013 = {{63}},
Journal-ISO = {{Compos. Struct.}},
Doc-Delivery-Number = {{125JX}},
Unique-ID = {{ISI:000317537200044}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000315992600094,
Author = {Demos, Stavros G. and Raman, Rajesh N. and Negres, Raluca A.},
Title = {{Time-resolved imaging of processes associated with exit-surface damage
   growth in fused silica following exposure to nanosecond laser pulses}},
Journal = {{OPTICS EXPRESS}},
Year = {{2013}},
Volume = {{21}},
Number = {{4}},
Pages = {{4875-4888}},
Month = {{FEB 25}},
Abstract = {{We study the dynamics of energy deposition and subsequent material
   response associated with exit surface damage growth in fused silica
   using a time resolved microscope system. This system enables acquisition
   of two transient images per damage event with temporal resolution of 180
   ps and spatial resolution on the order of 1 mu m. The experimental
   results address important issues in laser damage growth that include: a)
   the specific structural features within a damage site where plasma
   formation initiates; b) the subsequent growth of the plasma regions; c)
   the formation and expansion of radial and circumferential cracks; d) the
   kinetics and duration of material ejection; e) the characteristics of
   the generated shockwave. (C) 2013 Optical Society of America}},
Publisher = {{OPTICAL SOC AMER}},
Address = {{2010 MASSACHUSETTS AVE NW, WASHINGTON, DC 20036 USA}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Demos, SG (Reprint Author), Lawrence Livermore Natl Lab, 7000 East Ave, Livermore, CA 94551 USA.
   Demos, Stavros G.; Raman, Rajesh N.; Negres, Raluca A., Lawrence Livermore Natl Lab, Livermore, CA 94551 USA.}},
DOI = {{10.1364/OE.21.004875}},
ISSN = {{1094-4087}},
Keywords-Plus = {{351 NM; OPTICS; IRRADIATION; BREAKDOWN; SITES}},
Research-Areas = {{Optics}},
Web-of-Science-Categories  = {{Optics}},
Author-Email = {{Demos1@llnl.gov}},
Funding-Acknowledgement = {{U.S. Department of Energy by Lawrence Livermore National Laboratory
   {[}DE-AC52-07NA27344]}},
Funding-Text = {{We thank Michael D. Feit for stimulating discussions. This work was
   performed under the auspices of the U.S. Department of Energy by
   Lawrence Livermore National Laboratory under Contract DE-AC52-07NA27344.}},
Number-of-Cited-References = {{25}},
Times-Cited = {{24}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{41}},
Journal-ISO = {{Opt. Express}},
Doc-Delivery-Number = {{104KU}},
Unique-ID = {{ISI:000315992600094}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000323861200024,
Author = {Quaresimin, M. and Carraro, P. A.},
Title = {{On the investigation of the biaxial fatigue behaviour of unidirectional
   composites}},
Journal = {{COMPOSITES PART B-ENGINEERING}},
Year = {{2013}},
Volume = {{54}},
Pages = {{200-208}},
Month = {{NOV}},
Abstract = {{The paper illustrates the preliminary activity of an extensive research
   program oriented to investigate the multiaxial fatigue behaviour of
   unidirectional composite laminates, with particular attention to the
   analysis of the damage mechanisms and their correlation with the local
   multiaxial stress state to be used then as the basis for the development
   of multiaxial fatigue criterion. The definition of an effective
   experimental procedure for multiaxial fatigue testing is carefully
   discussed in terms of specimen geometry, specimen manufacturing and
   local stress state. Once identified in the thin-walled tubular specimens
   under tension-torsion loading the best test configuration for the aims
   of the research, the results of comparative fatigue tests investigating
   the influence of the tubes geometry (wall thickness to diameter ratio)
   on the transverse fatigue response are presented. In the final part of
   the paper the effects of an increasing shear stress component (sigma(6))
   on the transverse (sigma(2)) fatigue strength and damage evolution in UD
   glass-epoxy tubes are illustrated. (C) 2013 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 = {{Quaresimin, M (Reprint Author), Univ Padua, Dept Management \& Engn, Stradella S Nicola 3, I-36100 Vicenza, Italy.
   Quaresimin, M.; Carraro, P. A., Univ Padua, Dept Management \& Engn, I-36100 Vicenza, Italy.}},
DOI = {{10.1016/j.compositesb.2013.05.014}},
ISSN = {{1359-8368}},
Keywords = {{Lamina/ply; Fatigue; Damage mechanics; Mechanical testing; Multiaxial
   fatigue}},
Keywords-Plus = {{FIBER-REINFORCED COMPOSITES; CRUCIFORM SPECIMEN; RESIDUAL STRENGTH;
   CRACK-GROWTH; STRESS; DAMAGE; FAILURE; AXIS; LIFE; TEMPERATURES}},
Research-Areas = {{Engineering; Materials Science}},
Web-of-Science-Categories  = {{Engineering, Multidisciplinary; Materials Science, Composites}},
Author-Email = {{marino.quaresimin@unipd.it}},
Number-of-Cited-References = {{47}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{3}},
Usage-Count-Since-2013 = {{41}},
Journal-ISO = {{Compos. Pt. B-Eng.}},
Doc-Delivery-Number = {{210UW}},
Unique-ID = {{ISI:000323861200024}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000326429700009,
Author = {Xiao, Jianzhuang and Li, Wengui and Corr, David J. and Shah, Surendra P.},
Title = {{Effects of interfacial transition zones on the stress-strain behavior of
   modeled recycled aggregate concrete}},
Journal = {{CEMENT AND CONCRETE RESEARCH}},
Year = {{2013}},
Volume = {{52}},
Pages = {{82-99}},
Month = {{OCT}},
Abstract = {{Based on nanoindentation tests and analysis, the constitutive
   relationship of the Interfacial Transition Zones (ITZs) in Recycled
   Aggregate Concrete (RAC) is put forward. Together with the
   meso/micro-scale mechanical properties of each phase in Modeled Recycled
   Aggregate Concrete (MRAC), the plastic-damage constitutive models are
   employed in numerical studies on MRAC under uniaxial compression and
   uniaxial tension loadings to predict the overall mechanical behavior,
   particularly the stress-strain relationship. After the calibration and
   validation with the experimental results, a parametric study has been
   undertaken to analyze the effects of ITZs and new mortar matrix on the
   stress-strain relationship of MRAC. It is revealed that the mechanical
   properties of new mortar matrix and relative mechanical properties
   between ITZs and mortar matrices play a significant role in the overall
   stress-strain relationship and failure patterns of MRAC under both
   uniaxial compression and uniaxial tension loadings. (C) 2013 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 = {{Xiao, JZ (Reprint Author), Tongji Univ, Dept Bldg Engn, Shanghai 200092, Peoples R China.
   Xiao, Jianzhuang; Li, Wengui, Tongji Univ, Dept Bldg Engn, Shanghai 200092, Peoples R China.
   Li, Wengui; Corr, David J.; Shah, Surendra P., Northwestern Univ, Ctr Adv Cement Based Mat, Evanston, IL 60208 USA.}},
DOI = {{10.1016/j.cemconres.2013.05.004}},
ISSN = {{0008-8846}},
EISSN = {{1873-3948}},
Keywords = {{Concrete; Aggregate; Interfacial transition zone; Finite element
   analysis; Nanoindentation}},
Keywords-Plus = {{MECHANICAL-PROPERTIES; CRACK-PROPAGATION; CEMENTITIOUS MATERIALS;
   UNIAXIAL COMPRESSION; NUMERICAL-SIMULATION; MICROPLANE MODEL;
   ELASTIC-MODULI; DAMAGE MODEL; FRACTURE; PERFORMANCE}},
Research-Areas = {{Construction \& Building Technology; Materials Science}},
Web-of-Science-Categories  = {{Construction \& Building Technology; Materials Science,
   Multidisciplinary}},
Author-Email = {{jzx@tongji.edu.cn}},
ResearcherID-Numbers = {{Corr, David/B-6930-2009}},
Funding-Acknowledgement = {{National Natural Science Foundation of China {[}51178340]; China
   Scholarship Council (CSC)}},
Funding-Text = {{The authors would like to acknowledge the financial support from the
   National Natural Science Foundation of China (51178340). The authors
   gratefully acknowledge Prof. John Bolander of the University of
   California, Davis, for his constructive comments and suggestions. The
   authors sincerely thank the anonymous reviewers for their valuable
   comments that have led to the present improved version of the original
   manuscript. The second author would also like to thank China Scholarship
   Council (CSC) for its partial financial support during his study at
   Northwestern University.}},
Number-of-Cited-References = {{60}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{7}},
Usage-Count-Since-2013 = {{67}},
Journal-ISO = {{Cem. Concr. Res.}},
Doc-Delivery-Number = {{244ZW}},
Unique-ID = {{ISI:000326429700009}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000324449700032,
Author = {Mostafavi, M. and Baimpas, N. and Tarleton, E. and Atwood, R. C. and
   McDonald, S. A. and Korsunsky, A. M. and Marrow, T. J.},
Title = {{Three-dimensional crack observation, quantification and simulation in a
   quasi-brittle material}},
Journal = {{ACTA MATERIALIA}},
Year = {{2013}},
Volume = {{61}},
Number = {{16}},
Pages = {{6276-6289}},
Month = {{SEP}},
Abstract = {{To investigate the fracture behaviour of polygranular graphite (a
   quasi-brittle material), crack propagation in a short bar chevron
   notched specimen was studied by synchrotron X-ray computed tomography
   combined with digital volume correlation. Displacements were measured
   within the loaded test specimen, particularly the three-dimensional
   (3-D) profile of crack opening displacement. Analysis of the 3-D
   displacement field confirmed the existence of distributed damage in a
   fracture process zone, which significantly increased the effective crack
   length. Finite element simulations affirmed that the measured crack
   opening profiles could be reproduced using a cohesive zone model, but
   not with a linear elastic analysis. Comparing the simulation to the
   experimental results, it was deduced that the critical strain energy
   release rate varied across the crack front, i.e. the fracture toughness
   is constraint-dependent. This is proposed to be a general characteristic
   of quasi-brittle materials. (C) 2013 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 = {{Mostafavi, M (Reprint Author), Univ Oxford, Dept Mat, Parks Rd, Oxford OX1 3PH, England.
   Mostafavi, M.; Tarleton, E.; Marrow, T. J., Univ Oxford, Dept Mat, Oxford OX1 3PH, England.
   Mostafavi, M.; Marrow, T. J., Univ Oxford, Oxford Martin Sch, Oxford, England.
   Baimpas, N.; Korsunsky, A. M., Univ Oxford, Dept Engn Sci, Oxford OX1 3PJ, England.
   McDonald, S. A., Univ Manchester, Manchester Xray Imaging Facil, Manchester, Lancs, England.}},
DOI = {{10.1016/j.actamat.2013.07.011}},
ISSN = {{1359-6454}},
Keywords = {{Fracture; Quasi-brittle; X-ray tomography; Digital volume correlation;
   Cohesive zone model}},
Keywords-Plus = {{DIGITAL VOLUME CORRELATION; NUCLEAR GRADE GRAPHITE; X-RAY TOMOGRAPHY;
   BORDER FIELD; POLYGRANULAR GRAPHITE; NUMERICAL-SIMULATION; GROWTH
   RESISTANCE; IMAGE CORRELATION; IN-SITU; FRACTURE}},
Research-Areas = {{Materials Science; Metallurgy \& Metallurgical Engineering}},
Web-of-Science-Categories  = {{Materials Science, Multidisciplinary; Metallurgy \& Metallurgical
   Engineering}},
Author-Email = {{mahmoud.mostafavi@materials.ox.ac.uk}},
ResearcherID-Numbers = {{Marrow, Thomas/J-8840-2014
   Korsunsky, Alexander/E-2030-2012
   }},
ORCID-Numbers = {{Marrow, Thomas/0000-0001-6120-9826
   Korsunsky, Alexander/0000-0002-3558-5198
   Mostafavi, Mahmoud/0000-0001-8688-7973}},
Funding-Acknowledgement = {{Diamond Light Source; Joint Engineering, Environmental and Processing
   {[}112 - JEEP, EE7119]; Oxford Martin School; Linacre College, Oxford
   through a Junior Research Fellowship}},
Funding-Text = {{This work was carried out with the support of the Diamond Light Source
   and the authors acknowledge the beamtime award at the Joint Engineering,
   Environmental and Processing (112 - JEEP) beamline (Experiment EE7119).
   Dr. M. Drakopoulos and Dr. C. Reinhard from 112 are gratefully
   acknowledged for their technical support. Mr. X. Mengyin, Mr. D. James
   and Ms. A. Fargette are thanked for helping with carrying out the
   experiment. M.M. and T.J.M. gratefully acknowledge the support of Oxford
   Martin School and M.M. acknowledges the support of Linacre College,
   Oxford through a Junior Research Fellowship. The Manchester X-Ray
   Imaging Facility (Professor P.M. Mummery, in particular) is gratefully
   acknowledged for loan of the loading rig. Finally, EDF Energy is thanked
   for providing us with the material.}},
Number-of-Cited-References = {{69}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{5}},
Usage-Count-Since-2013 = {{47}},
Journal-ISO = {{Acta Mater.}},
Doc-Delivery-Number = {{218RI}},
Unique-ID = {{ISI:000324449700032}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000320395400011,
Author = {Gregoire, D. and Rojas-Solano, L. B. and Pijaudier-Cabot, G.},
Title = {{Failure and size effect for notched and unnotched concrete beams}},
Journal = {{INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN
   GEOMECHANICS}},
Year = {{2013}},
Volume = {{37}},
Number = {{10}},
Pages = {{1434-1452}},
Month = {{JUL}},
Abstract = {{Modelling failure in geomaterials, concrete or other quasi-brittle
   materials and proper accounting for size effect, geometry and boundary
   effects are still pending issues. Regularised failure models are capable
   of describing size effect on specimens with a specific geometry, but
   extrapolations to other geometries are rare, mostly because experimental
   data presenting size effect for different geometries and for the same
   material are lacking. Three-point bending fracture tests of
   geometrically similar notched and unnotched specimens are presented. The
   experimental results are compared with numerical simulations performed
   with an integral-type non-local model. Comparisons illustrate the
   shortcomings of this classical formulation, which fails to describe size
   effect over the investigated range of geometries and sizes. Finally,
   experimental results are also compared with the universal size effect
   law. Copyright (c) 2013 John Wiley \& Sons, Ltd.}},
Publisher = {{WILEY-BLACKWELL}},
Address = {{111 RIVER ST, HOBOKEN 07030-5774, NJ USA}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Pijaudier-Cabot, G (Reprint Author), Univ Pau \& Pays Adour, UMR5150, LFC R, Allee Parc Montaury, F-64600 Anglet, France.
   Gregoire, D.; Rojas-Solano, L. B.; Pijaudier-Cabot, G., Univ Pau \& Pays Adour, UMR5150, LFC R, F-64600 Anglet, France.}},
DOI = {{10.1002/nag.2180}},
ISSN = {{0363-9061}},
Keywords = {{fracture; concrete; quasi-brittle materials; size effect; geometry
   effect; boundary effect; experimental; non-local models}},
Keywords-Plus = {{QUASI-BRITTLE MATERIALS; NONLOCAL DAMAGE MODELS; FRACTURE ENERGY;
   CRACK-GROWTH; PROCESS ZONE; PARAMETERS; BOUNDARY}},
Research-Areas = {{Engineering; Materials Science; Mechanics}},
Web-of-Science-Categories  = {{Engineering, Geological; Materials Science, Multidisciplinary; Mechanics}},
Author-Email = {{gilles.pijaudier-cabot@univ-pau.fr}},
ResearcherID-Numbers = {{Gregoire, David/A-2285-2012}},
ORCID-Numbers = {{Gregoire, David/0000-0003-4313-460X}},
Funding-Acknowledgement = {{ERC {[}27769]}},
Funding-Text = {{This work was sponsored by the ERC advanced grant Failflow (27769). This
   financial support is gratefully acknowledged. We are thankful to Dr
   Helene Carre for our different discussions and her advices concerning
   the concrete preparation. We gratefully acknowledge Prof. Christian La
   Borderie for our different discussions and his advices concerning the
   numerical simulations and the experimental tests.}},
Number-of-Cited-References = {{45}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{34}},
Journal-ISO = {{Int. J. Numer. Anal. Methods Geomech.}},
Doc-Delivery-Number = {{164FW}},
Unique-ID = {{ISI:000320395400011}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000320480000011,
Author = {Kim, Nak-Hyun and Oh, Chang-Sik and Kim, Yun-Jae and Davies, Catrin M.
   and Nikbin, Kamran and Dean, Dave W.},
Title = {{Creep failure simulations of 316H at 550 degrees C: Part II - Effects of
   specimen geometry and loading mode}},
Journal = {{ENGINEERING FRACTURE MECHANICS}},
Year = {{2013}},
Volume = {{105}},
Pages = {{169-181}},
Month = {{JUN}},
Abstract = {{In this paper, the FE damage analysis method, proposed in Part I, is
   applied to simulate creep crack growth in six different types of cracked
   specimens of 316H at 550 degrees C. Comparison with experimental results
   shows that simulated creep crack growth rates agree well with
   experimental data. Shortcomings of the present method to predict creep
   crack initiation is briefly discussed. (C) 2013 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 = {{Kim, YJ (Reprint Author), Korea Univ, Dept Mech Engn, Seoul 136701, South Korea.
   Kim, Nak-Hyun; Oh, Chang-Sik; Kim, Yun-Jae, Korea Univ, Dept Mech Engn, Seoul 136701, South Korea.
   Davies, Catrin M.; Nikbin, Kamran, Univ London Imperial Coll Sci Technol \& Med, Dept Mech Engn, London SW7 2BX, England.
   Dean, Dave W., EDF Energy, Nucl Generat, Gloucester GL4 3RS, England.}},
DOI = {{10.1016/j.engfracmech.2013.04.001}},
ISSN = {{0013-7944}},
Keywords = {{Creep crack initiation and growth; Creep ductility; Finite element
   damage analysis}},
Keywords-Plus = {{CRACK-TIP FIELDS; STAINLESS-STEEL; GROWTH-BEHAVIOR; PREDICTION; FRACTURE}},
Research-Areas = {{Mechanics}},
Web-of-Science-Categories  = {{Mechanics}},
Author-Email = {{kimy0308@korea.ac.kr}},
Funding-Acknowledgement = {{National Research Foundation of Korea (NRF); Korea government (MEST)
   {[}2012M2A7A1051939, 2012M2A8A2055601]}},
Funding-Text = {{This work was supported by the National Research Foundation of Korea
   (NRF) Grant funded by the Korea government (MEST) (Nos. 2012M2A7A1051939
   and 2012M2A8A2055601).}},
Number-of-Cited-References = {{28}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{15}},
Journal-ISO = {{Eng. Fract. Mech.}},
Doc-Delivery-Number = {{165JN}},
Unique-ID = {{ISI:000320480000011}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000315336200013,
Author = {Yu, Ming and Zhu, Ping and Ma, Yingqi},
Title = {{Effects of particle clustering on the tensile properties and failure
   mechanisms of hollow spheres filled syntactic foams: A numerical
   investigation by microstructure based modeling}},
Journal = {{MATERIALS \& DESIGN}},
Year = {{2013}},
Volume = {{47}},
Pages = {{80-89}},
Month = {{MAY}},
Abstract = {{Particle clustering originated from manufacturing process is thought to
   be one of the critical factors to the mechanical performance of hollow
   spheres filled syntactic foams. Although experimental evidence provides
   a qualitative understanding of the effects of particle clustering on the
   mechanical properties of syntactic foams, a quantitative assessment
   cannot be made in the absence of an appropriate micromechanical modeling
   strategy. In this study, three-dimensional microstructures of syntactic
   foams with different degrees of particle clustering were reconstructed
   based on random sequential adsorption (RSA) method. Three-phase finite
   element models considering the progressive damage behavior of the
   microsphere-matrix interface were accordingly developed by means of
   representative volume element (RVE) to quantitatively investigate the
   effects of particle clustering on the tensile properties and failure
   mechanisms of syntactic foams. The simulation results indicate that the
   elastic behavior of syntactic foams is insensitive to the degree of
   particle clustering, but the strength properties as well as the failure
   mechanisms are significantly influenced by the degree of particle
   clustering. From the micromechanical viewpoint, the clustered regions
   containing higher concentration of microspheres than the average volume
   fraction would serve as crack initiation sites due to stress
   concentration, and consequently lead to a negative effect on tensile
   strength, fracture strain, and interfacial damage of syntactic foams.
   (C) 2012 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 = {{Zhu, P (Reprint Author), Shanghai Jiao Tong Univ, State Key Lab Mech Syst \& Vibrat, Shanghai 200240, Peoples R China.
   Yu, Ming; Zhu, Ping, Shanghai Jiao Tong Univ, State Key Lab Mech Syst \& Vibrat, Shanghai 200240, Peoples R China.
   Ma, Yingqi, Shanghai Res Inst Mat, Shanghai 200437, Peoples R China.}},
DOI = {{10.1016/j.matdes.2012.12.004}},
ISSN = {{0264-1275}},
EISSN = {{1873-4197}},
Keywords = {{Syntactic foams; Particle clustering; Micromechanical modeling; Tensile
   properties; Failure mechanisms; Finite element analysis}},
Keywords-Plus = {{EFFECTIVE ELASTIC-MODULI; REINFORCED COMPOSITES; FRACTURE-TOUGHNESS; SIC
   PARTICLES; SANDWICH; BEHAVIOR; PREDICTION; DESIGN}},
Research-Areas = {{Materials Science}},
Web-of-Science-Categories  = {{Materials Science, Multidisciplinary}},
Author-Email = {{pzhu@sjtu.edu.cn}},
Funding-Acknowledgement = {{Science and Technology Commission of Shanghai Municipality
   {[}10dz1120600]}},
Funding-Text = {{The authors gratefully acknowledge the financial support of the research
   Grant 10dz1120600 of Science and Technology Commission of Shanghai
   Municipality.}},
Number-of-Cited-References = {{40}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{5}},
Usage-Count-Since-2013 = {{61}},
Journal-ISO = {{Mater. Des.}},
Doc-Delivery-Number = {{095LP}},
Unique-ID = {{ISI:000315336200013}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000316429600004,
Author = {Camanho, P. P. and Bessa, M. A. and Catalanotti, G. and Vogler, M. and
   Rolfes, R.},
Title = {{Modeling the inelastic deformation and fracture of polymer composites -
   Part II: Smeared crack model}},
Journal = {{MECHANICS OF MATERIALS}},
Year = {{2013}},
Volume = {{59}},
Pages = {{36-49}},
Month = {{APR}},
Abstract = {{This paper describes and validates a new fully three-dimensional smeared
   crack model to predict the onset and propagation of ply failure
   mechanisms in polymer composites reinforced by unidirectional fibers.
   The failure criteria are used to predict not only the onset of the
   failure mechanisms but also the orientation of the fracture plane. This
   information is used in a smeared crack model for transverse cracking
   that imposes a linear softening relation between the traction acting on
   the fracture planes and the crack opening displacements. The
   longitudinal failure mechanisms are represented using bi-linear
   softening relations. The model is validated using off-axis compression
   tests performed in unidirectional specimens as well as using tensile
   tests in notched multidirectional laminates. A good correlation between
   experimental observations and numerical predictions is obtained. (c)
   2012 Elsevier Ltd. All rights reserved.}},
Publisher = {{ELSEVIER SCIENCE BV}},
Address = {{PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Camanho, PP (Reprint Author), Univ Porto, Fac Engn, DEMec, Rua Dr Roberto Frias, P-4200465 Oporto, Portugal.
   Camanho, P. P.; Bessa, M. A.; Catalanotti, G., Univ Porto, Fac Engn, DEMec, P-4200465 Oporto, Portugal.
   Bessa, M. A., Northwestern Univ, Dept Mech Engn, Evanston, IL 60201 USA.
   Vogler, M.; Rolfes, R., Leibniz Univ Hannover, Inst Struct Anal, Hannover, Germany.}},
DOI = {{10.1016/j.mechmat.2012.12.001}},
ISSN = {{0167-6636}},
Keywords = {{Polymer-matrix composites (PMCs)}},
Keywords-Plus = {{CONTINUUM DAMAGE MODEL; FIBER-REINFORCED POLYMERS; LAMINATED COMPOSITES;
   TRANSVERSE COMPRESSION; MATRIX CRACKING; FAILURE; DELAMINATION;
   PREDICTION; VALIDATION; MECHANISMS}},
Research-Areas = {{Materials Science; Mechanics}},
Web-of-Science-Categories  = {{Materials Science, Multidisciplinary; Mechanics}},
Author-Email = {{pcamanho@fe.up.pt}},
ResearcherID-Numbers = {{Bessa, Miguel/B-2003-2014
   Catalanotti, Giuseppe/I-7833-2015
   }},
ORCID-Numbers = {{Bessa, Miguel/0000-0002-6216-0355
   Catalanotti, Giuseppe/0000-0001-9326-9575
   Camanho, Pedro/0000-0003-0363-5207}},
Funding-Acknowledgement = {{Air Force Office of Scientific Research, Air Force Material Command,
   USAF {[}FA8655-06-1-3072]; Airbus under the integrated method for the
   structural design of Composite components (iComp) project; Fulbright
   program; Fundacao para a Ciencia e a Tecnologia
   {[}FCT-DFRH-SFRH-BPD-78104-2011]}},
Funding-Text = {{Effort sponsored by the Air Force Office of Scientific Research, Air
   Force Material Command, USAF, under Grant No. FA8655-06-1-3072. The US
   Government is authorized to reproduce and distribute reprints for
   Governmental purposed notwithstanding any copyright notation thereon.;
   The first author acknowledges the support of Airbus under the integrated
   method for the structural design of Composite components (iComp)
   project, the second author acknowledges the support of the Fulbright
   program, and the third author acknowledges the support of the Fundacao
   para a Ciencia e a Tecnologia under the grant
   FCT-DFRH-SFRH-BPD-78104-2011.}},
Number-of-Cited-References = {{51}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{4}},
Usage-Count-Since-2013 = {{43}},
Journal-ISO = {{Mech. Mater.}},
Doc-Delivery-Number = {{110GC}},
Unique-ID = {{ISI:000316429600004}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000314857600005,
Author = {Heap, M. J. and Mollo, S. and Vinciguerra, S. and Lavallee, Y. and Hess,
   K-U. and Dingwell, D. B. and Baud, P. and Iezzi, G.},
Title = {{Thermal weakening of the carbonate basement under Mt. Etna volcano
   (Italy): Implications for volcano instability}},
Journal = {{JOURNAL OF VOLCANOLOGY AND GEOTHERMAL RESEARCH}},
Year = {{2013}},
Volume = {{250}},
Pages = {{42-60}},
Month = {{JAN 15}},
Abstract = {{The physical integrity of a sub-volcanic basement is crucial in
   controlling the stability of a volcanic edifice. For many volcanoes,
   this basement can comprise thick sequences of carbonates that are prone
   to significant thermally-induced alteration. These debilitating thermal
   reactions, facilitated by heat from proximal magma storage volumes,
   promote the weakening of the rock mass and likely therefore encourage
   edifice instability. Such instability can result in slow, gravitational
   spreading and episodic to continuous slippage of unstable flanks, and
   may also facilitate catastrophic flank collapse. Understanding the
   propensity of a particular sub-volcanic basement to such instability
   requires a detailed understanding of the influence of high temperatures
   on the chemical, physical, and mechanical properties of the rocks
   involved. The juxtaposition of a thick carbonate substratum and magmatic
   heat sources makes Mt Etna volcano an ideal candidate for our study. We
   investigated experimentally the effect of temperature on two carbonate
   rocks that have been chosen to represent the deep, heterogeneous
   sedimentary substratum under Mt. Etna volcano. This study has
   demonstrated that thermal-stressing resulted in a progressive and
   significant change in the physical properties of the two rocks.
   Porosity, wet (i.e., water-saturated) dynamic Poisson's ratio and wet
   Vp/Vs ratio all increased, whilst P- and S-wave velocities, bulk sample
   density, dynamic and static Young's modulus, dry Vp/Vs ratio, and dry
   dynamic Poisson's ratio all decreased. At temperatures of 800 degrees C,
   the carbonate in these rocks completely dissociated, resulting in a
   total mass loss of about 45\% and the release of about 44 wt\% of CO2.
   Uniaxial deformation experiments showed that high in-situ temperatures
   (>500 degrees C) significantly reduced the strength of the carbonates
   and altered their deformation behaviour. Above 500 C the rocks deformed
   in a ductile manner and the output of acoustic emissions was greatly
   reduced. We speculate that thermally-induced weakening and the ductile
   behaviour of the carbonate substratum could be a key factor in
   explaining the large-scale deformation observed at Mt Etna volcano. Our
   findings are consistent with several field observations at Mt Etna
   volcano and can quantitatively support the interpretation of (1) the
   irregularly low seismic velocity zones present within the sub-volcanic
   sedimentary basement, (2) the anomalously high CO2 degassing observed,
   (3) the anomalously high Vp/Vs ratios and the rapid migration of fluids,
   and (4) the increasing instability of volcanic edifices in the lifespan
   of a magmatic system. We speculate that carbonate sub-volcanic basement
   may emerge as one of the decisive fundamentals in controlling volcanic
   stability. (C) 2012 Elsevier B.V. All rights reserved.}},
Publisher = {{ELSEVIER SCIENCE BV}},
Address = {{PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Heap, MJ (Reprint Author), Univ Strasbourg EOST, CNRS, Lab Deformat Roches, Inst Phys Globe Strasbourg,UMR 7516, 5 Rue Rene Descartes, F-67084 Strasbourg, France.
   Heap, M. J.; Baud, P., Univ Strasbourg EOST, CNRS, Lab Deformat Roches, Inst Phys Globe Strasbourg,UMR 7516, F-67084 Strasbourg, France.
   Mollo, S., Ist Nazl Geofis \& Vulcanol, I-00143 Rome, Italy.
   Vinciguerra, S., Univ Turin, Dipartimento Sci Terra, I-10125 Turin, Italy.
   Lavallee, Y., Univ Liverpool, Sch Environm Sci, Dept Earth Ocean \& Ecol Sci, Liverpool L69 3BX, Merseyside, England.
   Hess, K-U.; Dingwell, D. B., Univ Munich, LMU, D-80333 Munich, Germany.
   Iezzi, G., Univ G DAnnunzio, Dipartimento DIGAT, I-66013 Chieti, Italy.}},
DOI = {{10.1016/j.jvolgeores.2012.10.004}},
ISSN = {{0377-0273}},
EISSN = {{1872-6097}},
Keywords = {{Mt. Etna; Temperature; Carbonate basement; Decarbonation; Strength;
   Ultrasonic wave velocities, Elastic moduli; Vp/Vs ratio; CO2 budget;
   X-ray powder diffraction; Thermo-gravimetric analysis; Microstructure}},
Keywords-Plus = {{INCREASING CRACK DAMAGE; MOUNT-ETNA; ELASTIC-MODULI; SEISMIC TOMOGRAPHY;
   2002-2003 ERUPTION; PLUMBING SYSTEM; GPS DATA; EXPERIMENTAL PETROLOGY;
   MECHANICAL-PROPERTIES; PHYSICAL-PROPERTIES}},
Research-Areas = {{Geology}},
Web-of-Science-Categories  = {{Geosciences, Multidisciplinary}},
Author-Email = {{heap@unistra.fr}},
ResearcherID-Numbers = {{Dingwell, Donald/A-4724-2011
   }},
ORCID-Numbers = {{Dingwell, Donald/0000-0002-3332-789X
   Iezzi, Gianluca/0000-0003-0618-0316
   Hess, Kai-Uwe/0000-0003-1860-8543}},
Funding-Acknowledgement = {{German Federation of Materials Science and Engineering (BV MatWerk);
   German Research Foundation (DFG) {[}LA2651/1-1]; ERC {[}259256, 247076];
   Hubert Curien Partnership (PHC) PROCOPE grant {[}27061UE]; Deutscher
   Akademischer Austauschdienst (DAAD) in Germany,; Ministry of Foreign and
   European Affairs (MAE), France; Ministry of Higher Education and
   Research (MESR), France}},
Funding-Text = {{The authors would like to thank P. Tuccimei and S. Soligo for the use of
   their analytical facilities at the Dipartimento di Scienze Geologiche of
   the University ``Roma Tre{''} in Rome, and Thierry Reuschle for his help
   at the Universite de Strasbourg. The paper has also benefitted from
   discussions with Alex Kushnir. M. Heap was funded by the German
   Federation of Materials Science and Engineering (BV MatWerk) and the
   German Research Foundation (DFG). Y. Lavallee acknowledges support from
   the DFG grant LA2651/1-1. This work was also supported by ERC Starting
   Grant GLASS (\#259256) and ERC Advanced Grant EVOKES (\#247076). D. B.
   Dingwell also acknowledges support of a research professorship of the
   Bundesexzellenzinitiative (LMUexcellent). M. J. Heap and D. B. Dingwell
   acknowledge the support of a Hubert Curien Partnership (PHC) PROCOPE
   grant (grant number 27061UE), the Deutscher Akademischer Austauschdienst
   (DAAD) in Germany, and the Ministry of Foreign and European Affairs
   (MAE) and the Ministry of Higher Education and Research (MESR), both in
   France. We appreciated the constructive comments of Guiseppe Puglisi,
   Alessandro Aiuppa, and three anonymous reviewers.}},
Number-of-Cited-References = {{186}},
Times-Cited = {{23}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{48}},
Journal-ISO = {{J. Volcanol. Geotherm. Res.}},
Doc-Delivery-Number = {{088SO}},
Unique-ID = {{ISI:000314857600005}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000319195500020,
Author = {Yu, Lingyu and Leckey, Cara A. C. and Tian, Zhenhua},
Title = {{Study on crack scattering in aluminum plates with Lamb wave
   frequency-wavenumber analysis}},
Journal = {{SMART MATERIALS AND STRUCTURES}},
Year = {{2013}},
Volume = {{22}},
Number = {{6}},
Month = {{JUN}},
Abstract = {{The multimodal characteristic of Lamb waves makes the interpretation of
   Lamb wave signals difficult in either the time or frequency domain. In
   this work, we present our study of Lamb wave propagation
   characterization and crack scattering using frequency-wavenumber
   analysis. The aim is to investigate three dimensional (3D) Lamb wave
   behavior in the presence of crack damage via the application of
   frequency-wavenumber analysis. The analysis techniques are demonstrated
   using simulation examples of an aluminum plate with a through-thickness
   crack. Both in-plane and out-of-plane components are acquired through a
   3D elastodynamic finite integration technique (EFIT), while the
   out-of-plane component is also experimentally obtained using a scanning
   laser Doppler vibrometer for verification purposes. The time-space
   wavefield is then transformed to the frequency-wavenumber domain by a
   two dimensional (2D) Fourier transform and the out-of-plane EFIT results
   are compared to experimental measurements. The experimental and
   simulated results are found to be in close agreement. The
   frequency-wavenumber representation of in-plane and out-of-plane
   components shows clear distinction among various Lamb wave modes that
   are present. However, spatial information is lost during this 2D
   transformation. A short space 2D Fourier transform is therefore adopted
   to obtain the frequency-wavenumber spectra at various spatial locations,
   resulting in a space-frequency-wavenumber representation of the signal.
   The space-frequency-wavenumber analysis has shown its potential for
   indicating crack presence.}},
Publisher = {{IOP PUBLISHING LTD}},
Address = {{TEMPLE CIRCUS, TEMPLE WAY, BRISTOL BS1 6BE, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Yu, LY (Reprint Author), Univ S Carolina, Dept Mech Engn, Columbia, SC 29208 USA.
   Yu, Lingyu; Tian, Zhenhua, Univ S Carolina, Dept Mech Engn, Columbia, SC 29208 USA.
   Leckey, Cara A. C., NASA, Langley Res Ctr, Nondestruct Evaluat Sci Branch, Hampton, VA 23665 USA.}},
DOI = {{10.1088/0964-1726/22/6/065019}},
Article-Number = {{065019}},
ISSN = {{0964-1726}},
EISSN = {{1361-665X}},
Keywords-Plus = {{FINITE INTEGRATION TECHNIQUE; LASER}},
Research-Areas = {{Instruments \& Instrumentation; Materials Science}},
Web-of-Science-Categories  = {{Instruments \& Instrumentation; Materials Science, Multidisciplinary}},
Author-Email = {{yu3@mailbox.sc.edu}},
ResearcherID-Numbers = {{Tian, Zhenhua/I-6687-2015}},
ORCID-Numbers = {{Tian, Zhenhua/0000-0002-1903-5604}},
Funding-Acknowledgement = {{US Nuclear Regulatory Commission {[}NRC-04-10-155]}},
Funding-Text = {{Part of this work is conducted through the non-reimbursement space act
   umbrella agreement SAA1-1181 between South Carolina Research Foundation
   (SCRF) and the National Aeronautics and Space Administration (NASA)
   Langley research center. Part of this work is supported by the US
   Nuclear Regulatory Commission award NRC-04-10-155.}},
Number-of-Cited-References = {{32}},
Times-Cited = {{22}},
Usage-Count-Last-180-days = {{4}},
Usage-Count-Since-2013 = {{22}},
Journal-ISO = {{Smart Mater. Struct.}},
Doc-Delivery-Number = {{147VH}},
Unique-ID = {{ISI:000319195500020}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000315371500012,
Author = {Jena, D. P. and Panigrahi, S. N. and Kumar, Rajesh},
Title = {{Gear fault identification and localization using analytic wavelet
   transform of vibration signal}},
Journal = {{MEASUREMENT}},
Year = {{2013}},
Volume = {{46}},
Number = {{3}},
Pages = {{1115-1124}},
Month = {{APR}},
Abstract = {{The aim of this present work is to identify and localize the defect in
   gear and measure the angle between two damaged teeth in the time domain
   of the vibration signal. The vibration signals are captured from the
   experiments and the burst in the vibration signal is focused in the
   analysis. The enveloping technique is revisited for defect
   identification but is found unsatisfactory in measuring the angle
   between two faulty teeth. A signal processing scheme is proposed to
   filter the noise and to measure the angle between two damaged teeth. The
   proposed technique consists of undecimated wavelet transform (UWT),
   which is used to denoise the signal. The analytic wavelet transform
   (AWT) has been implemented on approximation signal followed by a time
   marginal integration (TMI) of the AWT scalogram. The TMI graph time-axis
   is mapped onto the angular displacement of the driver gear. The
   measurement is shown to identify the first and the second defective
   teeth impact on gear meshing, which is visible as sharp spikes in the
   TMI graph. An attempt is also made to replace the approximation from UWT
   with Intrinsic Mode Function (IMF) derived from the Empirical Mode
   Decomposition (EMD). The present experimental work establishes the
   proposed method of measuring and localizing multiple gear teeth defect
   using vibration signal in the time domain. (c) 2012 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 = {{Jena, DP (Reprint Author), Indian Inst Technol, Sch Mech Sci, Bhubaneswar 751013, Orissa, India.
   Jena, D. P.; Panigrahi, S. N., Indian Inst Technol, Sch Mech Sci, Bhubaneswar 751013, Orissa, India.
   Kumar, Rajesh, SLIET, Dept Mech Engn, Longowal 148106, India.}},
DOI = {{10.1016/j.measurement.2012.11.010}},
ISSN = {{0263-2241}},
EISSN = {{1873-412X}},
Keywords = {{Gear meshing; Analytic wavelet transform (AWT); Undecimated wavelet
   transform (UWT); Empirical Mode Decomposition (EMD); Time marginal
   integration (TMI); Signal to noise ratio (SNR); Condition monitoring}},
Keywords-Plus = {{SPECTRAL KURTOSIS; DAMAGE DETECTION; DIAGNOSIS; DEMODULATION;
   SENSITIVITY; CRACK}},
Research-Areas = {{Engineering; Instruments \& Instrumentation}},
Web-of-Science-Categories  = {{Engineering, Multidisciplinary; Instruments \& Instrumentation}},
Author-Email = {{jena.dibya@gmail.com
   psatyan@iitbbs.ac.in
   rajesh\_krs@hotmail.com}},
Number-of-Cited-References = {{28}},
Times-Cited = {{22}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{70}},
Journal-ISO = {{Measurement}},
Doc-Delivery-Number = {{095YS}},
Unique-ID = {{ISI:000315371500012}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000315138800013,
Author = {Di Luzio, Giovanni and Cusatis, Gianluca},
Title = {{Solidification-microprestress-microplane (SMM) theory for concrete at
   early age: Theory, validation and application}},
Journal = {{INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES}},
Year = {{2013}},
Volume = {{50}},
Number = {{6}},
Pages = {{957-975}},
Month = {{MAR 15}},
Abstract = {{This paper presents a new constitutive model describing the mechanical
   behavior of concrete at early age and beyond. This model, entitled
   solidification-microprestress-microplane (SMM) model, amalgamates the
   microplane model and the solidification-microprestress theory and takes
   into account all the most significant aspects of concrete behavior, such
   as creep, shrinkage, thermal deformation, and cracking starting from the
   initial stages of curing up to several years of age. Age-dependent
   viscoelastic behavior under variable hygro-thermal conditions is
   described according to the solidification-microprestress theory.
   Cracking/damage behavior is modeled through an age-dependent microplane
   model, in which the model parameters are assumed to be dependent on an
   aging variable evolving with the extent of early-age chemical reactions
   (hydration, silica-fume reaction, etc.) and temperature. Calibration and
   validation of the model is performed by the numerical simulations of the
   age-dependent response of sealed and unsealed specimens subject to a
   variety of loading conditions and/or drying. Comparison with
   experimental data shows that the SMM model can reproduce well the
   interplay of shrinkage, creep, and cracking phenomena during curing and
   drying. (C) 2012 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 = {{Cusatis, G (Reprint Author), Northwestern Univ, Dept Civil \& Environm Engn, A125 Tech Bldg, Evanston, IL 60208 USA.
   Di Luzio, Giovanni, Politecn Milan, Dept Struct Engn, I-20133 Milan, Italy.
   Cusatis, Gianluca, Northwestern Univ, Dept Civil \& Environm Engn, Evanston, IL 60208 USA.}},
DOI = {{10.1016/j.ijsolstr.2012.11.022}},
ISSN = {{0020-7683}},
EISSN = {{1879-2146}},
Keywords = {{Concrete; Early age; Cracking; Shrinkage; Creep; Relative humidity;
   Temperature}},
Keywords-Plus = {{CHEMO-MECHANICAL MODEL; PART I; COMPRESSIVE STRENGTH; SORPTION
   HYSTERESIS; TENSILE-STRENGTH; CREEP; SHRINKAGE; HYDRATION; FRACTURE;
   TEMPERATURE}},
Research-Areas = {{Mechanics}},
Web-of-Science-Categories  = {{Mechanics}},
Author-Email = {{g-cusatis@northwestern.edu}},
ResearcherID-Numbers = {{Cusatis, Gianluca/G-2539-2011
   }},
ORCID-Numbers = {{DI LUZIO, Giovanni/0000-0003-1971-8445
   Cusatis, Gianluca/0000-0001-7436-3910}},
Funding-Acknowledgement = {{Science \& Technology Directorate, U.S. Department of Homeland Security
   {[}2009-ST-108-001]}},
Funding-Text = {{This material is based upon work supported by the Science \& Technology
   Directorate, U.S. Department of Homeland Security, under Award Number
   2009-ST-108-001. The views and conclusions contained in this document
   are those of the authors and should not be interpreted as necessarily
   representing the official policies, either expressed or implied, of the
   U.S. Department of Homeland Security. In addition the authors wish to
   thank the graduate students Cristina Buffa, Stefano Eccheli and Mario
   Roveda for their contribution to the numerical simulations.}},
Number-of-Cited-References = {{63}},
Times-Cited = {{22}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{31}},
Journal-ISO = {{Int. J. Solids Struct.}},
Doc-Delivery-Number = {{092RD}},
Unique-ID = {{ISI:000315138800013}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000311873000032,
Author = {de la Torre, Ignacio and Benito-Calvo, Alfonso and Arroyo, Adrian and
   Zupancich, Andrea and Proffitt, Tomos},
Title = {{Experimental protocols for the study of battered stone anvils from
   Olduvai Gorge (Tanzania)}},
Journal = {{JOURNAL OF ARCHAEOLOGICAL SCIENCE}},
Year = {{2013}},
Volume = {{40}},
Number = {{1}},
Pages = {{313-332}},
Month = {{JAN}},
Abstract = {{Percussive activities are highly relevant in the economy of modern
   hunter-gatherer societies and other primates, and are likely to have
   been equally important during the Palaeolithic. Despite the potential
   relevance of percussive activities in the Early Stone Age, attempts to
   study battered artefacts are still rare. In order to establish protocols
   of analysis of battered tools, this paper pursues an interdisciplinary
   approach combining techno-typological, refit, use-wear and GIS studies
   of experimental anvils from Olduvai Gorge (Tanzania). The main aim is to
   classify types of damage on battered artefacts according to the
   percussive task performed, and hence identify patterns that can be used
   to interpret the Oldowan and Acheulean evidence. Our results indicate
   that abrasion marks on anvil surfaces are typical of nut cracking, while
   bone breaking leaves characteristic scars and abrasion marks on the
   edges of anvils. Pounding of soft materials such as meat and plants also
   causes battering of anvils, producing morphological and spatial patterns
   that can be discerned from the heavy breakage of anvils during bipolar
   flaking. By integrating macroscopic, microscopic and spatial analyses of
   experimental stone tools, this paper contributes to create a referential
   framework in which Early Stone Age battered artefacts can be
   interpreted. (C) 2012 Elsevier Ltd. All rights reserved.}},
Publisher = {{ACADEMIC PRESS LTD- ELSEVIER SCIENCE LTD}},
Address = {{24-28 OVAL RD, LONDON NW1 7DX, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{de la Torre, I (Reprint Author), UCL, Inst Archaeol, 31-34 Gordon Sq, London WC1H 0PY, England.
   de la Torre, Ignacio; Arroyo, Adrian; Zupancich, Andrea; Proffitt, Tomos, UCL, Inst Archaeol, London WC1H 0PY, England.
   Benito-Calvo, Alfonso, Ctr Nacl Invest Evoluc Humana CENIEH, Burgos 09002, Spain.}},
DOI = {{10.1016/j.jas.2012.08.007}},
ISSN = {{0305-4403}},
Keywords = {{Battered tools; Stone anvils; Lithic use wear; GIS; Early Stone Age;
   Olduvai}},
Keywords-Plus = {{BED-I; NUT CRACKING; MICROWEAR; TOOLS; TECHNOLOGY; MONKEYS; QUARTZ; SITE}},
Research-Areas = {{Anthropology; Archaeology; Geology}},
Web-of-Science-Categories  = {{Anthropology; Archaeology; Geosciences, Multidisciplinary}},
Author-Email = {{i.torre@ucl.ac.uk}},
ResearcherID-Numbers = {{Benito-Calvo, Alfonso/G-3897-2015}},
ORCID-Numbers = {{Benito-Calvo, Alfonso/0000-0002-6363-1753}},
Funding-Acknowledgement = {{National Science Foundation {[}BCS-0852292]; British Academy
   {[}IP090186]; Leverhulme Trust {[}IN-052]; European Research Council
   {[}283366]}},
Funding-Text = {{We are grateful to the comments of anonymous reviewers on an earlier
   version of this paper. We thank Trackback Food Services (Essex) for
   their kind supply of cow bones, and Susana Carvalho for the Coula
   edulis. Research at Olduvai Gorge is authorized by COSTECH and
   Department of Antiquities, Tanzania. Funding by the National Science
   Foundation (BCS-0852292), British Academy (IP090186), Leverhulme Trust
   (IN-052), and the European Research Council - Starting Grants (283366),
   is gratefully acknowledged.}},
Number-of-Cited-References = {{42}},
Times-Cited = {{22}},
Usage-Count-Last-180-days = {{1}},
Usage-Count-Since-2013 = {{24}},
Journal-ISO = {{J. Archaeol. Sci.}},
Doc-Delivery-Number = {{047WU}},
Unique-ID = {{ISI:000311873000032}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000326903800022,
Author = {Li, Longbiao},
Title = {{Fatigue hysteresis behavior of cross-ply C/SiC ceramic matrix composites
   at room and elevated temperatures}},
Journal = {{MATERIALS SCIENCE AND ENGINEERING A-STRUCTURAL MATERIALS PROPERTIES
   MICROSTRUCTURE AND PROCESSING}},
Year = {{2013}},
Volume = {{586}},
Pages = {{160-170}},
Month = {{DEC 1}},
Abstract = {{The tensile fatigue hysteresis behavior of cross-ply C/SiC composites at
   room and elevated temperatures in air atmosphere has been investigated
   in present analysis. The hysteresis modulus and hysteresis loss energy
   corresponding to different cycles have been analyzed. Based on damage
   mechanisms of fiber sliding relative to matrix in fiber/matrix interface
   debonded region upon unloading and subsequent reloading, the hysteresis
   loops models considering different matrix cracking modes have been
   developed. The hysteresis loss energy for strain energy lost per volume
   during corresponding cycle is formulated in terms of fiber/matrix
   interface shear stress. By comparing experimental hysteresis loss energy
   with computational values, fiber/matrix interface shear stress of
   cross-ply C/SiC composites at room and elevated temperatures has been
   estimated. (C) 2013 Elsevier B.V. All rights reserved.}},
Publisher = {{ELSEVIER SCIENCE SA}},
Address = {{PO BOX 564, 1001 LAUSANNE, SWITZERLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Li, LB (Reprint Author), Nanjing Univ Aeronaut \& Astronaut, Coll Civil Aviat, 29 Yudao St, Nanjing 210016, Jiangsu, Peoples R China.
   Nanjing Univ Aeronaut \& Astronaut, Coll Civil Aviat, Nanjing 210016, Jiangsu, Peoples R China.}},
DOI = {{10.1016/j.msea.2013.08.017}},
ISSN = {{0921-5093}},
EISSN = {{1873-4936}},
Keywords = {{Ceramic-matrix composites (CMCs); Fatigue; Hysteresis loops; Interface}},
Keywords-Plus = {{CRACKING; LOOPS}},
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 = {{llb451@nuaa.edu.cn}},
Funding-Acknowledgement = {{Postdoctoral Science Foundation of China {[}2012M511274]}},
Funding-Text = {{This work is sponsored by the Postdoctoral Science Foundation of China
   (Grant no. 2012M511274). The author also thanks the anonymous reviewers
   and the editor for their valuable comments.}},
Number-of-Cited-References = {{21}},
Times-Cited = {{21}},
Usage-Count-Last-180-days = {{3}},
Usage-Count-Since-2013 = {{15}},
Journal-ISO = {{Mater. Sci. Eng. A-Struct. Mater. Prop. Microstruct. Process.}},
Doc-Delivery-Number = {{251BW}},
Unique-ID = {{ISI:000326903800022}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000326553900014,
Author = {Dehkhoda, Sevda and Hood, Michael},
Title = {{An experimental study of surface and sub-surface damage in pulsed
   water-jet breakage of rocks}},
Journal = {{INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES}},
Year = {{2013}},
Volume = {{63}},
Pages = {{138-147}},
Month = {{OCT}},
Abstract = {{This paper investigates the relative contributions of the pulse length
   and pulsation frequency on the surface and sub-surface damage that is
   caused by a pulsed water-jet on rock targets. Studies demonstrate that
   the failure zone directly under the impacted surface, including cavity
   formation and tensile crack-initiation, is caused by the impact stress
   and by water flows from the individual water-pulses. The magnitude of
   this damage is thus related to the pulsation frequency. The sub-critical
   cracks, which result from these impacts and which propagate to cause
   major rock-failure, are found to depend on the pulse length. Longer
   pulses are required to propagate cracks as the depth of damage (cavity
   depth) increases. (C) 2013 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 = {{Dehkhoda, S (Reprint Author), Univ Queensland, CRCMin, Brisbane, Qld 4072, Australia.
   Dehkhoda, Sevda; Hood, Michael, Univ Queensland, CRCMin, Brisbane, Qld 4072, Australia.}},
DOI = {{10.1016/j.ijrmms.2013.08.013}},
ISSN = {{1365-1609}},
EISSN = {{1873-4545}},
Keywords = {{Pulsed water-jet; Rock breakage; Experimental study; Pulse length;
   Pulsation frequency; Surface and sub-surface damage}},
Keywords-Plus = {{LIQUID IMPACT; SOLIDS; DROP}},
Research-Areas = {{Engineering; Mining \& Mineral Processing}},
Web-of-Science-Categories  = {{Engineering, Geological; Mining \& Mineral Processing}},
Author-Email = {{sevda.dehkhoda@uqconnect.edu.au}},
ORCID-Numbers = {{Dehkhoda, Sevda/0000-0002-8540-0147}},
Funding-Acknowledgement = {{CRCMining}},
Funding-Text = {{The authors would like to thank CRCMining for the project's financial
   support, Dr Habib Alehossein for sharing his valuable knowledge, Joji
   Quidim for his skilful support in preparing the data acquisition system
   and for his assistance in conducting the experiments, and David Cusack
   for his support in designing the mechanical equipment.}},
Number-of-Cited-References = {{29}},
Times-Cited = {{21}},
Usage-Count-Last-180-days = {{0}},
Usage-Count-Since-2013 = {{11}},
Journal-ISO = {{Int. J. Rock Mech. Min. Sci.}},
Doc-Delivery-Number = {{246QJ}},
Unique-ID = {{ISI:000326553900014}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000325769800033,
Author = {Lisjak, A. and Liu, Q. and Zhao, Q. and Mahabadi, O. K. and Grasselli,
   G.},
Title = {{Numerical simulation of acoustic emission in brittle rocks by
   two-dimensional finite-discrete element analysis}},
Journal = {{GEOPHYSICAL JOURNAL INTERNATIONAL}},
Year = {{2013}},
Volume = {{195}},
Number = {{1}},
Pages = {{423-443}},
Month = {{OCT}},
Abstract = {{Stress waves, known as acoustic emissions (AEs), are released by
   localized inelastic deformation events during the progressive failure of
   brittle rocks. Although several numerical models have been developed to
   simulate the deformation and damage processes of rocks, such as
   non-linear stress-strain behaviour and localization of failure, only a
   limited number have been capable of providing quantitative information
   regarding the associated seismicity. Moreover, the majority of these
   studies have adopted a pseudo-static approach based on elastic strain
   energy dissipation that completely disregards elastodynamic effects.
   This paper describes a new AE modelling technique based on the combined
   finite-discrete element method (FEM/DEM), a numerical tool that
   simulates material failure by explicitly considering fracture nucleation
   and propagation in the modelling domain. Given the explicit time
   integration scheme of the solver, stress wave propagation and the effect
   of radiated seismic energy can be directly captured. Quasi-dynamic
   seismic information is extracted from a FEM/DEM model with a newly
   developed algorithm based on the monitoring of internal variables (e.g.
   relative displacements and kinetic energy) in proximity to propagating
   cracks. The AE of a wing crack propagation model based on this algorithm
   are cross-analysed by traveltime inversion and energy estimation from
   seismic recordings. Results indicate a good correlation of AE initiation
   times and locations, and scaling of energies, independently calculated
   with the two methods. Finally, the modelling technique is validated by
   simulating a laboratory compression test on a granite sample. The
   micromechanical parameters of the heterogeneous model are first
   calibrated to reproduce the macroscopic stress-strain response measured
   during standard laboratory tests. Subsequently, AE frequency-magnitude
   statistics, spatial clustering of source locations and the evolution of
   AE rate are investigated. The distribution of event magnitude tends to
   decay as power law while the spatial distribution of sources exhibits a
   fractal character, in agreement with experimental observations.
   Moreover, the model can capture the decrease of seismic b value
   associated with the macrorupture of the rock sample and the transition
   of AE spatial distribution from diffuse, in the pre-peak stage, to
   strongly localized at the peak and post-peak stages, as reported in a
   number of published laboratory studies. In future studies, the validated
   FEM/DEM-AE modelling technique will be used to obtain further insights
   into the micromechanics of rock failure with potential applications
   ranging from laboratory-scale microcracking to engineering-scale
   processes (e.g. excavations within mines, tunnels and caverns, petroleum
   and geothermal reservoirs) to tectonic earthquakes triggering.}},
Publisher = {{OXFORD UNIV PRESS}},
Address = {{GREAT CLARENDON ST, OXFORD OX2 6DP, ENGLAND}},
Type = {{Article}},
Language = {{English}},
Affiliation = {{Lisjak, A (Reprint Author), Univ Toronto, Dept Civil Engn, 35 St George St, Toronto, ON M5S 1A4, Canada.
   Lisjak, A.; Zhao, Q.; Mahabadi, O. K.; Grasselli, G., Univ Toronto, Dept Civil Engn, Toronto, ON M5S 1A4, Canada.
   Liu, Q., Univ Toronto, Dept Phys, Toronto, ON M5S 1A7, Canada.}},
DOI = {{10.1093/gji/ggt221}},
ISSN = {{0956-540X}},
EISSN = {{1365-246X}},
Keywords = {{Numerical solutions; Geomechanics; Fracture and flow; Mechanics; theory;
   and modelling}},
Keywords-Plus = {{BONDED-PARTICLE MODEL; AFTERSHOCK SEQUENCES; FRACTURE PROPAGATION;
   DUCTILE TRANSITION; STRAIN-RATE; B-VALUE; SEISMICITY; COMPRESSION;
   CRACK; GRANITE}},
Research-Areas = {{Geochemistry \& Geophysics}},
Web-of-Science-Categories  = {{Geochemistry \& Geophysics}},
Author-Email = {{andrea.lisjak@utoronto.ca}},
ResearcherID-Numbers = {{Grasselli, Giovanni/A-8846-2010
   Mahabadi, Omid/E-1771-2016}},
ORCID-Numbers = {{Mahabadi, Omid/0000-0002-8525-4290}},
Funding-Acknowledgement = {{Natural Science and Engineering Research Council of Canada (NSERC)
   {[}341275]; Ontario Graduate Scholarship in Science and Technology;
   Grosso Group Graduate Scholarship; NSERC {[}487237]; University of
   Toronto}},
Funding-Text = {{This work has been supported by the Natural Science and Engineering
   Research Council of Canada (NSERC) in the form of Discovery Grant No.
   341275 and an Ontario Graduate Scholarship in Science and Technology
   held by OKM. AL would like to thank the support from the Grosso Group
   Graduate Scholarship. QL would also like to thank the support from NSERC
   Discovery Grant No. 487237 and the University of Toronto Startup Fund.
   Finally, the authors wish to thank Dr Alexandre Schubnel and one
   anonymous reviewer for their valuable comments and suggestions to
   improve the quality of the paper.}},
Number-of-Cited-References = {{92}},
Times-Cited = {{21}},
Usage-Count-Last-180-days = {{3}},
Usage-Count-Since-2013 = {{82}},
Journal-ISO = {{Geophys. J. Int.}},
Doc-Delivery-Number = {{236BX}},
Unique-ID = {{ISI:000325769800033}},
OA = {{No}},
DA = {{2017-08-29}},
}

@article{ ISI:000322413100007,
Author = {Shojaei, Amir and Voyiadjis, George Z. and Tan, P. J.},
Title = {{Viscoplastic constitutive theory for brittle to ductile damage in
   polycrystalline materials under dynamic loading}},
Journal = {{INTERNATIONAL JOURNAL OF PLASTICITY}},
Year = {{2013}},
Volume = {{48}},
Pages = {{125-151}},
Month = {{SEP}},
Abstract = {{For every dynamic problem an ad hoc model can be developed to reproduce
   the damage levels in materials. This work provides a unified model to
   capture low to high strain rate and ductile to brittle damage processes
   in dynamic problems with different dynamic energy densities. First a
   viscoplastic model for low to high strain rate responses of
   polycrystalline materials is developed. The established viscoplastic
   model shows excellent correlation between the simulations and
   experimental results for a wide range of strain rates while it can be
   readily calibrated with two set of the experimental results. The
   pressure and temperature dependent elastic material properties are
   incorporated to account for the effect of the pressure and temperature
   variations in dynamic problems. The microscale degradation processes,
   i.e., microcracking and microvoiding, are then correlated to the
   macroscale failure modes in which the transition between the ductile to
   brittle microfracture modes is attributed to stress triaxiality,
   shielding and blunting effects in microcracking, and rate-sensitivity.
   Also, as a complementary to previously developed ductile void growth
   models, a novel fracture mechanics based damage model is developed to
   describe the microcracking process. While microvoiding models, such as
   Johnson void model (Johnson, 1981), assume the hydrostatic part of the
   applied stress dominates the deformation mechanism, the developed
   microcracking model is suited for the problems with the dominant
   deviatoric stress. The develop model takes into account the effects of
   the ductile crack bunting and brittle crack cleavage and also the effect
   of the formation and propagation of the dislocation trails at the
   microcrack tip. The microscale damage mechanisms are then correlated to
   the macrofracture modes within the Continuum Damage Mechanics (CDM)
   framework. The developed multiscale damage framework shows excellent
   flexibility to reproduce a wide variety of experimental results. Also
   the developed damage framework is capable of incorporating the
   stochastic analyses which can take into account the inherent
   uncertainties in the dynamic problems. (C) 2013 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 = {{Voyiadjis, GZ (Reprint Author), Louisiana State Univ, Dept Civil \& Environm Engn, Baton Rouge, LA 70803 USA.
   Shojaei, Amir; Tan, P. J., UCL, Dept Mech Engn, London WC1E 7JE, England.
   Shojaei, Amir, Louisiana State Univ, Dept Mech Engn, Baton Rouge, LA 70803 USA.
   Voyiadjis, George Z., Louisiana State Univ, Dept Civil \& Environm Engn, Baton Rouge, LA 70803 USA.}},
DOI = {{10.1016/j.ijplas.2013.02.009}},
ISSN = {{0749-6419}},
EISSN = {{1879-2154}},
Keywords = {{Brittle damage; Ductile damage; Viscoplastic behavior; Polycrystalline
   materials; Microcracks and microvoids}},
Keywords-Plus = {{HIGH-STRAIN-RATE; AL-6XN STAINLESS-STEEL; CRACK-TIP; INELASTIC
   DEFORMATION; CLEAVAGE FRACTURE; ALUMINUM-ALLOYS; GRAIN-SIZE; WIDE-RANGE;
   SOLIDS; MODEL}},
Research-Areas = {{Engineering; Materials Science; Mechanics}},
Web-of-Science-Categories  = {{Engineering, Mechanical; Materials Science, Multidisciplinary; Mechanics}},
Author-Email = {{voyiadjis@eng.lsu.edu}},
ResearcherID-Numbers = {{Shojaei, Amir/H-6035-2011}},
ORCID-Numbers = {{Shojaei, Amir/0000-0001-7077-4624}},
Funding-Acknowledgement = {{EPSRC (UK) {[}EP/I028811/1]; National Research Foundation of Korea;
   LaSPACE, Louisiana Board of Regents {[}LEQSF 2010-15 LaSPACE]}},
Funding-Text = {{This work is funded by the EPSRC (UK) under grant number EP/I028811/1
   for which the principal investigator (PJT) gratefully acknowledges. GZV
   acknowledges the National Research Foundation of Korea for the funding
   of a World Class University project that enabled him to collaborate with
   Prof. Taehyo Park at Hanyang University, Seoul (Republic of Korea). He
   also acknowledges the support of funding from LaSPACE, Louisiana Board
   of Regents (LEQSF 2010-15 LaSPACE).}},
Number-of-Cited-References = {{98}},
Times-Cited = {{21}},
Usage-Count-Last-180-days = {{2}},
Usage-Count-Since-2013 = {{42}},
Journal-ISO = {{Int. J. Plast.}},
Doc-Delivery-Number = {{191KY}},
Unique-ID = {{ISI:000322413100007}},
OA = {{No}},
DA = {{2017-08-29}},
}

license_type: permissive

branch_name: refs/heads/master

extension: bib


text:
#ifndef CONFIG_H
#define CONFIG_H

#cmakedefine EMOUS_MODULE_PATH @EMOUS_MODULE_PATH@
#cmakedefine Mount_FOUND

#ifdef Mount_FOUND
#define MOUNT_FOUND
#endif

#define EFL_EO_API_SUPPORT
#define EFL_BETA_API_SUPPORT

#endif // CONFIG_H

repository: marcelhollerbach/verne

repo_name: marcelhollerbach/verne

gha_language: C

extension: cmake


text:
add_library(Qt5::QQuickProfilerAdapterFactory MODULE IMPORTED)

set(_Qt5QQuickProfilerAdapterFactory_MODULE_DEPENDENCIES "Quick;Quick;Quick;Gui;Qml;PacketProtocol;Core;Core")

foreach(_module_dep ${_Qt5QQuickProfilerAdapterFactory_MODULE_DEPENDENCIES})
    if(NOT Qt5${_module_dep}_FOUND)
        find_package(Qt5${_module_dep}
             ${_Qt5Qml_FIND_VERSION_EXACT}
            ${_Qt5Qml_DEPENDENCIES_FIND_QUIET}
            ${_Qt5Qml_FIND_DEPENDENCIES_REQUIRED}
            PATHS "${CMAKE_CURRENT_LIST_DIR}/.." NO_DEFAULT_PATH
        )
    endif()
endforeach()

_qt5_Qml_process_prl_file(
    "${_qt5Qml_install_prefix}/plugins/qmltooling/qmldbg_quickprofiler.prl" RELEASE
    _Qt5QQuickProfilerAdapterFactory_STATIC_RELEASE_LIB_DEPENDENCIES
    _Qt5QQuickProfilerAdapterFactory_STATIC_RELEASE_LINK_FLAGS
)

set_property(TARGET Qt5::QQuickProfilerAdapterFactory PROPERTY INTERFACE_SOURCES
    "${CMAKE_CURRENT_LIST_DIR}/Qt5Qml_QQuickProfilerAdapterFactory_Import.cpp"
)

_populate_Qml_plugin_properties(QQuickProfilerAdapterFactory RELEASE "qmltooling/qmldbg_quickprofiler.lib" FALSE)

list(APPEND Qt5Qml_PLUGINS Qt5::QQuickProfilerAdapterFactory)
set_property(TARGET Qt5::Qml APPEND PROPERTY QT_ALL_PLUGINS_qmltooling Qt5::QQuickProfilerAdapterFactory)
# $<GENEX_EVAL:...> wasn't added until CMake 3.12, so put a version guard around it
if(CMAKE_VERSION VERSION_LESS "3.12")
    set(_manual_plugins_genex "$<TARGET_PROPERTY:QT_PLUGINS>")
    set(_plugin_type_genex "$<TARGET_PROPERTY:QT_PLUGINS_qmltooling>")
    set(_no_plugins_genex "$<TARGET_PROPERTY:QT_NO_PLUGINS>")
else()
    set(_manual_plugins_genex "$<GENEX_EVAL:$<TARGET_PROPERTY:QT_PLUGINS>>")
    set(_plugin_type_genex "$<GENEX_EVAL:$<TARGET_PROPERTY:QT_PLUGINS_qmltooling>>")
    set(_no_plugins_genex "$<GENEX_EVAL:$<TARGET_PROPERTY:QT_NO_PLUGINS>>")
endif()
set(_user_specified_genex
    "$<IN_LIST:Qt5::QQuickProfilerAdapterFactory,${_manual_plugins_genex};${_plugin_type_genex}>"
)
set(_user_specified_genex_versionless
    "$<IN_LIST:Qt::QQuickProfilerAdapterFactory,${_manual_plugins_genex};${_plugin_type_genex}>"
)
string(CONCAT _plugin_genex
    "$<$<OR:"
        # Add this plugin if it's in the list of manually specified plugins or in the list of
        # explicitly included plugin types.
        "${_user_specified_genex},"
        "${_user_specified_genex_versionless},"
        # Add this plugin if all of the following are true:
        # 1) the list of explicitly included plugin types is empty
        # 2) the QT_PLUGIN_EXTENDS property for the plugin is empty or equal to the current
        #    module name
        # 3) the user hasn't explicitly excluded the plugin.
        "$<AND:"
            "$<STREQUAL:${_plugin_type_genex},>,"
            "$<OR:"
                # FIXME: The value of CMAKE_MODULE_NAME seems to be wrong (e.g for Svg plugin
                # it should be Qt::Svg instead of Qt::Gui).
                "$<STREQUAL:$<TARGET_PROPERTY:Qt5::QQuickProfilerAdapterFactory,QT_PLUGIN_EXTENDS>,Qt::Qml>,"
                "$<STREQUAL:$<TARGET_PROPERTY:Qt5::QQuickProfilerAdapterFactory,QT_PLUGIN_EXTENDS>,>"
            ">,"
            "$<NOT:$<IN_LIST:Qt5::QQuickProfilerAdapterFactory,${_no_plugins_genex}>>,"
            "$<NOT:$<IN_LIST:Qt::QQuickProfilerAdapterFactory,${_no_plugins_genex}>>"
        ">"
    ">:Qt5::QQuickProfilerAdapterFactory>"
)
set_property(TARGET Qt5::Qml APPEND PROPERTY INTERFACE_LINK_LIBRARIES
    ${_plugin_genex}
)
set_property(TARGET Qt5::QQuickProfilerAdapterFactory APPEND PROPERTY INTERFACE_LINK_LIBRARIES
    "Qt5::Quick;Qt5::Quick;Qt5::Quick;Qt5::Gui;Qt5::Qml;Qt5::PacketProtocol;Qt5::Core;Qt5::Core"
)
set_property(TARGET Qt5::QQuickProfilerAdapterFactory PROPERTY QT_PLUGIN_TYPE "qmltooling")
set_property(TARGET Qt5::QQuickProfilerAdapterFactory PROPERTY QT_PLUGIN_EXTENDS "")
set_property(TARGET Qt5::QQuickProfilerAdapterFactory PROPERTY QT_PLUGIN_CLASS_NAME "QQuickProfilerAdapterFactory")

license: MIT


text:
@inproceedings{Rodrigues2019DYCOPS,
 address = {Florianopolis, Brazil},
 author = {Rodrigues, D. and Hjalmarsson, H.},
 booktitle = {Proc. 12th IFAC Symposium on Dynamics and Control of Process Systems (DYCOPS)},
 title = {Stability and Performance Analysis of Control Based on Incomplete Models},
 year = {2019}
}

repository: hhjalmars/academic-kickstart

repo_name: hhjalmars/academic-kickstart


text:
DESCRIPTION = "Shared Transport Line Discipline User Mode initialisation Manager Daemon"
LICENSE = "GPLv2+"
LIC_FILES_CHKSUM = "file://uim.c;beginline=1;endline=18;md5=9f0bbfbc10c67689e81a523e2976c31e"

INITSCRIPT_NAME = "uim-sysfs"
INITSCRIPT_PARAMS = "defaults 03"

inherit update-rc.d

SRCREV = "a75f45be2d5c74fc1dd913d08afc30f09a230aa9"
SRC_URI = "git://git.ti.com/ti-bt/uim.git"

S = "${WORKDIR}/git"

EXTRA_OEMAKE = "CC=${TARGET_PREFIX}gcc"

do_install() {
	install -d ${D}${bindir}
	install -m 0755 uim ${D}${bindir}
	install -d ${D}${sysconfdir}/init.d
	install -m 0755 scripts/uim-sysfs ${D}${sysconfdir}/init.d
}

repository: joelagnel/meta-ti

repo_name: joelagnel/meta-ti

extension: bb


text:
require cornucopia.inc
DESCRIPTION = "freesmartphone.org support library"
DEPENDS += "libfsobasics alsa-lib"
SRCREV = "${FSO_CORNUCOPIA_SRCREV}"
PV = "0.8.1+gitr${SRCPV}"
PE = "1"
PR = "${INC_PR}.0"

repository: overo/overo-oe-natty

repo_name: overo/overo-oe-natty

branch_name: HEAD


text:
SUMMARY = "Create signed and encrypted binaries for Jetson Nano"

LICENSE = "Apache-2.0"
LIC_FILES_CHKSUM = "file://${BALENA_COREBASE}/COPYING.Apache-2.0;md5=89aea4e17d99a7cacdbeed46a0096b10"

IMAGE_ROOTFS_ALIGNMENT ?= "4"

DEPENDS = " \
    coreutils-native \
    virtual/bootloader \
    virtual/kernel \
    tegra-binaries \
    tegra-bootfiles \
    tegra210-flashtools-native \
    dtc-native \
"

inherit deploy python3native perlnative

SRC_URI = " \
    file://resinOS-flash210.xml \
    file://partition_specification210.txt \
    file://resinOS-flash210-2gb.xml \
    file://partition_specification210-2gb.txt \
"

VARIANT = ""
VARIANT:jetson-nano-2gb-devkit = "-2gb"
PART_SPEC = "partition_specification210${VARIANT}.txt"
FLASH_XML = "resinOS-flash210${VARIANT}.xml"

# These device trees are not generated by the
# kernel build, this is why we need to specify
# them here instead of machine.conf.
KERNEL_DEVICETREE:jetson-nano = "${DEPLOY_DIR_IMAGE}/tegra210-p3448-0000-p3449-0000-b00.dtb"
KERNEL_DEVICETREE:jetson-nano-emmc = "${DEPLOY_DIR_IMAGE}/tegra210-p3448-0002-p3449-0000-b00.dtb"
KERNEL_DEVICETREE:jn30b-nano = "${DEPLOY_DIR_IMAGE}/tegra210-p3448-0002-p3449-0000-b00-jn30b.dtb"
KERNEL_DEVICETREE:photon-nano = "${DEPLOY_DIR_IMAGE}/tegra210-nano-cti-NGX003.dtb"
KERNEL_DEVICETREE:jetson-nano-2gb-devkit = "${DEPLOY_DIR_IMAGE}/tegra210-p3448-0003-p3542-0000.dtb"
KERNEL_DEVICETREE:floyd-nano = "${DEPLOY_DIR_IMAGE}/tegra210-p3448-0002-p3449-0000-b00-floyd-nano.dtb"
DTBFILE = "${@os.path.basename(d.getVar('KERNEL_DEVICETREE', True).split()[0])}"
LNXSIZE ?= "67108864"

IMAGE_TEGRAFLASH_FS_TYPE ??= "ext4"
IMAGE_TEGRAFLASH_ROOTFS ?= "${IMGDEPLOYDIR}/${IMAGE_LINK_NAME}.${IMAGE_TEGRAFLASH_FS_TYPE}"
BOOT0="boot0.img"
BL_IS_CBOOT = "${@'1' if d.getVar('PREFERRED_PROVIDER_virtual/bootloader').startswith('cboot') else '0'}"

LDK_DIR = "${TMPDIR}/work-shared/L4T-${SOC_FAMILY}-${PV}-${PR}/Linux_for_Tegra"
B = "${WORKDIR}/build"
S = "${WORKDIR}"
LNXFILE="${KERNEL_IMAGETYPE}${KERNEL_INITRAMFS}-${MACHINE}.bin"
IMAGE_TEGRAFLASH_KERNEL ?= "${DEPLOY_DIR_IMAGE}/${LNXFILE}"
BINARY_INSTALL_PATH = "/opt/tegra-binaries"

tegraflash_roundup_size() {
    local actsize=$(stat -L -c "%s" "$1")
    local blks=$(expr \( $actsize + 4095 \) / 4096)
    expr $blks \* 4096
}

BOOTFILES=" \
    eks.img \
    nvtboot_recovery.bin \
    nvtboot.bin \
    nvtboot_cpu.bin \
    warmboot.bin \
    rp4.blob \
    sc7entry-firmware.bin \
"

do_configure() {
    local destdir="${WORKDIR}/tegraflash"
    local lnxfile="${LNXFILE}"
    local f
    PATH="${STAGING_BINDIR_NATIVE}/tegra210-flash:${PATH}"
    rm -rf "${WORKDIR}/tegraflash"
    mkdir -p "${WORKDIR}/tegraflash"
    oldwd=`pwd`
    cd "${WORKDIR}/tegraflash"
    ln -s "${STAGING_DATADIR}/tegraflash/${MACHINE}.cfg" .
    ln -s "${IMAGE_TEGRAFLASH_KERNEL}" ./${LNXFILE}
    cp "${DEPLOY_DIR_IMAGE}/${DTBFILE}" ./${DTBFILE}
    cp "${DEPLOY_DIR_IMAGE}/u-boot.bin" ./u-boot.bin

    if [ -n "${KERNEL_ARGS}" ]; then
        fdtput -t s ./${DTBFILE} /chosen bootargs "${KERNEL_ARGS}"
    else
        fdtput -d ./${DTBFILE} /chosen bootargs
    fi

    for f in ${BOOTFILES}; do
        cp "${STAGING_DATADIR}/tegraflash/$f" .
    done

    ln -s "${DEPLOY_DIR_IMAGE}/cboot-${MACHINE}.bin" ./cboot.bin
    ln -sf "${DEPLOY_DIR_IMAGE}/tos-${MACHINE}.img" ./tos-mon-only.img

    ln -s ${STAGING_BINDIR_NATIVE}/tegra210-flash .
    mkdir -p ${DEPLOY_DIR_IMAGE}/bootfiles

    # tegraflash.py script will sign all binaries
    # mentioned for signing in flash.xml.in
    cp ${WORKDIR}/${FLASH_XML} flash.210.in

    sed -i -e "s/\[DTBNAME\]/${DTBFILE}/g" ${WORKDIR}/${PART_SPEC}
    # prep env for tegraflash
    ln -sf ${STAGING_BINDIR_NATIVE}/tegra210-flash/${SOC_FAMILY}-flash-helper.sh ./
    ln -sf ${STAGING_BINDIR_NATIVE}/tegra210-flash/tegraflash.py ./

    rm -rf signed

    local destdir="$1"
    local gptsize="$2"
    local ebtsize=$(tegraflash_roundup_size cboot.bin)
    local nvcsize=$(tegraflash_roundup_size nvtboot.bin)
    local tbcsize=$(tegraflash_roundup_size nvtboot_cpu.bin)
    local dtbsize=$(tegraflash_roundup_size ${DTBFILE})
    local bpfsize=$(tegraflash_roundup_size sc7entry-firmware.bin)
    local wb0size=$(tegraflash_roundup_size warmboot.bin)
    local tossize=$(tegraflash_roundup_size tos-mon-only.img)

    cat "flash.210.in" | sed \
        -e"s,EBTFILE,cboot.bin," -e"s,EBTSIZE,$ebtsize," \
        -e"/NCTFILE/d" -e"s,NCTTYPE,data," \
        -e"/SOSFILE/d" \
        -e"s,NXC,NVC," -e"s,NVCTYPE,bootloader," -e"s,NVCFILE,nvtboot.bin," -e "s,NVCSIZE,$nvcsize," \
        -e"s,MPBTYPE,data," -e"/MPBFILE/d" \
        -e"s,MBPTYPE,data," -e"/MBPFILE/d" \
        -e"s,BXF,BPF," -e"s,BPFFILE,sc7entry-firmware.bin," -e"s,BPFSIZE,$bpfsize," \
        -e"/BPFDTB-FILE/d" \
        -e"s,WX0,WB0," -e"s,WB0TYPE,WB0," -e"s,WB0FILE,warmboot.bin," -e"s,WB0SIZE,$wb0size," \
        -e"s,TXS,TOS," -e"s,TOSFILE,tos-mon-only.img," -e"s,TOSSIZE,$tossize," \
        -e"s,EXS,EKS," -e"s,EKSFILE,eks.img," \
        -e"s,FBTYPE,data," -e"/FBFILE/d" \
        -e"s,DXB,DTB," -e"s,DTBFILE,${DTBFILE}," -e"s,DTBSIZE,$dtbsize," \
        -e"s,TXC,TBC," -e"s,TBCTYPE,bootloader," -e"s,TBCFILE,nvtboot_cpu.bin," -e"s,TBCSIZE,$tbcsize,"  \
        -e"s,EFISIZE,67108864," -e"/EFIFILE/d" \
        -e"s,BCTSIZE,${BOOTPART_SIZE}," -e"s,PPTSIZE,$gptsize," \
        -e"s,PPTFILE,ppt.img," -e"s,GPTFILE,gpt.img," \
        > ./flash.xml

    # The Nano eMMC module does not have a qspi-nor memory to store the boot blob
    if ${@bb.utils.contains('UBOOT_MACHINE', 'p3450-0002_defconfig','true','false',d)}; then
        sed -i 's/device type="spi" instance="0"/device type="sdmmc" instance="3"/g' flash.xml
        sed -i 's/device type="sdcard" instance="0"/device type="sdmmc" instance="3"/g' flash.xml
        dd if=/dev/zero bs=4194304 count=1 > ${BOOT0}
    else
        dd if=/dev/zero bs=4194304 count=1 | tr "\000" "\377" > ${BOOT0}
        dd if=/dev/zero bs=20480 count=1 of=${BOOT0} conv=notrunc
    fi

    # The Nano eMMC module does not have a qspi-nor memory to store the boot blob
    if ${@bb.utils.contains('UBOOT_MACHINE', 'p3450-0002_defconfig','true','false',d)}; then
        sed -i 's/device type="spi" instance="0"/device type="sdmmc" instance="3"/g' flash.xml
        sed -i 's/device type="sdcard" instance="0"/device type="sdmmc" instance="3"/g' flash.xml
        dd if=/dev/zero bs=4194304 count=1 > ${BOOT0}
    else
        dd if=/dev/zero count=4194304 bs=1 | tr "\000" "\377" > ${BOOT0}
        dd if=/dev/zero bs=20480 count=1 of=${BOOT0} conv=notrunc seek=0
    fi
    export _PID=$! ; wait ${_PID} || true

    # Disable cboot displayed vendor logo
    dd if=/dev/zero of=bmp.blob count=1 bs=1

    touch VERFILE
    python3 tegraflash.py --bl cboot.bin --bldtb "${DTBFILE}" --chip 0x21 --applet nvtboot_recovery.bin --bct "${MACHINE}.cfg" --cfg flash.xml --cmd "sign" --keep --odmdata "${ODMDATA}" & \
        export _PID=$! ; wait ${_PID} || true

    rm -rf ${DEPLOY_DIR_IMAGE}/bootfiles/*
    cp -r signed/* ${DEPLOY_DIR_IMAGE}/bootfiles/
    cp -r *.img    ${DEPLOY_DIR_IMAGE}/bootfiles/
    cp -r *.bin    ${DEPLOY_DIR_IMAGE}/bootfiles/
    cp -r *.blob   ${DEPLOY_DIR_IMAGE}/bootfiles/
    cp ${DEPLOY_DIR_IMAGE}/${DTBFILE} ${DEPLOY_DIR_IMAGE}/bootfiles/
    rm -rf ${_PID}

    for off in 0 10240 32768 65536 98304 131072 163840 196608 229376; do
        dd if=${DEPLOY_DIR_IMAGE}/bootfiles/${MACHINE}.bct of=${BOOT0} bs=1 seek=${off} conv=notrunc
    done

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/nvtboot.bin.encrypt of=${BOOT0} bs=1 seek=262144 conv=notrunc
    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/nvtboot.bin.encrypt of=${BOOT0} bs=1 seek=524288 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/nvtboot_cpu.bin.encrypt of=${BOOT0} bs=1 seek=720896 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/${DTBFILE}.encrypt of=${BOOT0} bs=1 seek=851968 conv=notrunc
    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/${DTBFILE}.encrypt of=${BOOT0} bs=1 seek=2555904 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/cboot.bin.encrypt of=${BOOT0} bs=1 seek=1179648 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/warmboot.bin.encrypt of=${BOOT0} bs=1 seek=1769472 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/sc7entry-firmware.bin.encrypt of=${BOOT0} bs=1 seek=1835008 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/tos-mon-only.img.encrypt of=${BOOT0} bs=1 seek=2097152 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/u-boot.bin.encrypt of=${BOOT0} bs=1 seek=2883584 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/eks.img of=${BOOT0} bs=1 seek=3637248 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/rp4.blob of=${BOOT0} bs=1 seek=3899392 conv=notrunc

    dd if=${DEPLOY_DIR_IMAGE}/bootfiles/flash.xml.bin of=${BOOT0} bs=1 seek=458752 conv=notrunc

    cp ${S}/tegraflash/${BOOT0} ${DEPLOY_DIR_IMAGE}/bootfiles/
}

do_install() {
     install -d ${D}/${BINARY_INSTALL_PATH}
     cp -r ${S}/tegraflash/signed/* ${D}/${BINARY_INSTALL_PATH}
     cp -rL ${DEPLOY_DIR_IMAGE}/bootfiles/* ${D}/${BINARY_INSTALL_PATH}
     rm ${D}/${BINARY_INSTALL_PATH}/Image-initramfs* ${D}/${BINARY_INSTALL_PATH}/*.dtb ${D}/${BINARY_INSTALL_PATH}/*.xml
     cp ${WORKDIR}/${PART_SPEC} ${D}/${BINARY_INSTALL_PATH}/
}

do_deploy() {
    rm -rf ${DEPLOYDIR}/$(basename ${BINARY_INSTALL_PATH})
    mkdir -p ${DEPLOYDIR}/$(basename ${BINARY_INSTALL_PATH})
    cp -r ${D}/${BINARY_INSTALL_PATH}/* ${DEPLOYDIR}/$(basename ${BINARY_INSTALL_PATH})
}

FILES:${PN} += "${BINARY_INSTALL_PATH}"

INHIBIT_PACKAGE_STRIP = "1"
INHIBIT_PACKAGE_DEBUG_SPLIT = "1"

do_install[nostamp] = "1"
do_deploy[nostamp] = "1"
do_configure[nostamp] = "1"

do_configure[depends] += " virtual/bootloader:do_deploy"
do_configure[depends] += " tegra-binaries:do_preconfigure"
do_configure[depends] += " virtual/kernel:do_deploy"
do_configure[depends] += " cboot:do_deploy"
do_configure[depends] += " tos-prebuilt:do_deploy"
do_populate_lic[depends] += " tegra-binaries:do_unpack"

addtask do_deploy before do_package after do_install

COMPATIBLE_MACHINE = "(jetson-nano|jetson-nano-emmc)"

repository: balena-os/balena-jetson

repo_name: balena-os/balena-jetson

gha_language: BitBake


text:
package server

import (
	"net"
	"net/http"

	"github.com/flosch/pongo2"
	"github.com/gorilla/mux"
	"github.com/sirupsen/logrus"
)

// Server provides the web interface for the application.
type Server struct {
	clientID     string
	clientSecret string
	listener     net.Listener
	templateSet  *pongo2.TemplateSet
	log          *logrus.Entry
	stoppedChan  chan bool
}

// New creates a new server instance.
func New(cfg *Config) (*Server, error) {
	l, err := net.Listen("tcp", cfg.Addr)
	if err != nil {
		return nil, err
	}
	var (
		r = mux.NewRouter()
		s = &Server{
			clientID:     cfg.ClientID,
			clientSecret: cfg.ClientSecret,
			listener:     l,
			templateSet:  pongo2.NewSet("", &b0xLoader{}),
			log:          logrus.WithField("context", "server"),
			stoppedChan:  make(chan bool),
		}
		server = http.Server{
			Handler: r,
		}
	)
	r.HandleFunc("/", s.index)
	r.HandleFunc("/oauth/begin", s.oauthBegin)
	r.HandleFunc("/oauth/return", s.oauthReturn)
	r.PathPrefix("/static").Handler(http.FileServer(HTTP))
	go func() {
		defer close(s.stoppedChan)
		defer s.log.Info("server has stopped")
		s.log.Info("server has started")
		if err := server.Serve(l); err != nil {
			s.log.Error(err.Error())
		}
	}()
	return s, nil
}

// Close shuts down the web server.
func (s *Server) Close() {
	s.listener.Close()
	<-s.stoppedChan
}

repository: nathan-osman/slouch-server

repo_name: nathan-osman/slouch-server

extension: go


text:
# Copyright (c) 2020 LG Electronics, Inc.

SECTION = "webos/apps"
LICENSE = "Apache-2.0"
LIC_FILES_CHKSUM = "file://${COMMON_LICENSE_DIR}/Apache-2.0;md5=89aea4e17d99a7cacdbeed46a0096b10"

WEBOS_VERSION = "1.0.0"
PR = "r0"

inherit webos_component
inherit webos_submissions
inherit webos_cmake
inherit webos_app
inherit webos_arch_indep

FILES_${PN} += "${webos_applicationsdir}"

repository: seokhwanchoi/samples

repo_name: seokhwanchoi/samples