المؤلفون: Mathern, Alexandre, 1986, Yang, Jincheng, 1990

المصدر: Reparation och förstärkning av betongkonstruktioner med korroderad armering Hållbarhetsstyrd byggprojektering Projekteringsprocess för ökad hänsyn till produktions­metoder, klimat och miljöpåverkan i byggprocessen Hållbar renovering av befintliga broar (SUREBridge) Materials. 14(3):1-26

مصطلحات موضوعية: flexural behavior, viscoplastic regularization, convergence, bond–slip, crack band, mesh sensitivity, finite element analysis, strain localization, post-peak softening, reinforced concrete

وصف الملف: electronic

URL الوصول: https://research.chalmers.se/publication/522170
https://research.chalmers.se/publication/522071
https://research.chalmers.se/publication/522649
https://research.chalmers.se/publication/522649/file/522649_Fulltext.pdf

المؤلفون: Chien-Li Lo, Ching-Chuan Huang

المصدر: GeoHazards, Vol 2, Iss 2, Pp 41-62 (2021)

مصطلحات موضوعية: slope displacement, limit equilibrium analysis, displacement analysis, post-peak softening, curved failure envelope, Environmental sciences, GE1-350

وصف الملف: electronic resource

Relation: https://www.mdpi.com/2624-795X/2/2/3; https://doaj.org/toc/2624-795X

URL الوصول: https://doaj.org/article/0a50dcd1751c4685a84a9b175616fca9

المؤلفون: Jincheng Yang, Alexandre Mathern

المصدر: Materials
Volume 14
Issue 3
Materials, Vol 14, Iss 506, p 506 (2021)
Materials (1996-1944) vol.14(2021)

مصطلحات موضوعية: mesh sensitivity, Computer science, flexural behavior, 0211 other engineering and technologies, strain localization, 020101 civil engineering, 02 engineering and technology, finite element analysis, bond–slip, Civil Engineering, lcsh:Technology, Article, 0201 civil engineering, Soffit, post-peak softening, Flexural strength, 021105 building & construction, General Materials Science, crack band, Keywords: reinforced concrete, lcsh:Microscopy, Composite Science and Engineering, Parametric statistics, lcsh:QC120-168.85, convergence, Applied Mechanics, lcsh:QH201-278.5, business.industry, lcsh:T, Foundation (engineering), Structural engineering, Materials Engineering, Fibre-reinforced plastic, Other Civil Engineering, viscoplastic regularization, reinforced concrete, Finite element method, Cracking, lcsh:TA1-2040, lcsh:Descriptive and experimental mechanics, lcsh:Electrical engineering. Electronics. Nuclear engineering, business, lcsh:Engineering (General). Civil engineering (General), lcsh:TK1-9971, Beam (structure)

وصف الملف: application/pdf

URL الوصول: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fa8b60fedb81ab42913f0be51de666b9
http://europepmc.org/articles/PMC7864495

المؤلفون: Jafari, S. (author), Rots, J.G. (author), Esposito, R. (author)

مصطلحات موضوعية: Cylindrical cores, Energy dissipation in shear, Nonlinear shear-sliding behaviour, Post-peak softening, Slightly-destructive sampling method

Relation: http://www.scopus.com/inward/record.url?scp=85080097415&partnerID=8YFLogxK; Construction and Building Materials--0950-0618--5a6f8054-ad5d-4050-b350-41f107319b2a; http://resolver.tudelft.nl/uuid:c7d2a175-1f47-4765-9b7a-f56f86a87132; https://doi.org/10.1016/j.conbuildmat.2020.118236

الاتاحة: http://resolver.tudelft.nl/uuid:c7d2a175-1f47-4765-9b7a-f56f86a87132
https://doi.org/10.1016/j.conbuildmat.2020.118236

المؤلفون: samira jafari (9125272), Rita Esposito (9125227), J.G. (Jan) Rots (9147818)

مصطلحات موضوعية: Construction Materials Performance and Processes, Civil Engineering, Cylindrical cores, Energy dissipation in shear, Nonlinear shear-sliding behaviour, Post-peak softening, Slightly-destructive sampling method, dissertation

Relation: https://figshare.com/articles/dataset/Supporting_data_for_Core_Testing_Method_to_Assess_Nonlinear_Shear-Sliding_Behaviour_of_Brick-Mortar_Interfaces_A_Comparative_Experimental_Study/12697364

الاتاحة: https://doi.org/10.4121/12697364.v2

المؤلفون: Koichi MAEKAWA, Rajesh P. DHAKAL

المصدر: Doboku Gakkai Ronbunshu. 2001, 2001(676):117

المؤلفون: Reichard, Brett David

Thesis Advisors: Stewart, Lauren

مصطلحات موضوعية: Concrete fracture, Uniaxial tensile testing, Post-peak softening, Concrete tensile properties, Nonlinear softening

وصف الملف: application/pdf

الاتاحة: http://hdl.handle.net/1853/53866

المؤلفون: Tjahyono, S., Leung, C.F., Chow, Y.K.

المساهمون: CIVIL ENGINEERING

المصدر: Scopus

مصطلحات موضوعية: Artificially cemented clay, Centrifuge modelling, Deep penetration, Layered clay, Post-peak softening resistance, Punch-through, Spudcan foundation

Relation: Tjahyono, S.,Leung, C.F.,Chow, Y.K. (2008). Spudcan punch-through in thin clay crust overlying soft clay. Proceedings of the 8th 2008 ISOPE Pacific/Asia Offshore Mechanics Symposium : 194-199. ScholarBank@NUS Repository.; http://scholarbank.nus.edu.sg/handle/10635/74364; NOT_IN_WOS

الاتاحة: http://scholarbank.nus.edu.sg/handle/10635/74364

المؤلفون: Dhakal, R.P., Wang, C., Mander, J.B.

مصطلحات موضوعية: Steel fibre reinforced concrete (SFRC), plain concrete, fibre content, compression, normalized stress-strain relationship, compressive strength, peak strain, post-peak softening, Fields of Research::40 - Engineering::4005 - Civil engineering::400505 - Construction materials, Fields of Research::40 - Engineering::4005 - Civil engineering::400504 - Construction engineering

وصف الملف: application/pdf

Relation: Dhakal, R.P., Wang, C., Mander, J.B. (2005) Behavior of steel fibre reinforced concrete in compression. Nanjing: International Symposium on Innovation & Sustainability of Structures in Civil Engineering, Nov 2005.; http://hdl.handle.net/10092/4408

الاتاحة: http://hdl.handle.net/10092/4408

المؤلفون: Dhakal, R.P., Maekawa, K.

مصطلحات موضوعية: axial compression, buckling, cover spalling, energy dissipation, post-peak softening, Fields of Research::40 - Engineering::4005 - Civil engineering::400510 - Structural engineering

وصف الملف: application/pdf

Relation: Dhakal, R.P., Maekawa, Koichi (2001) Post-peak cyclic response analysis and energy dissipation capacity of RC columns. Journal of Materials, Concrete Structures and Pavements, JSCE, 51(676), pp. 117-133.; http://hdl.handle.net/10092/4447

الاتاحة: http://hdl.handle.net/10092/4447

المؤلفون: Jing Xue (170229), Kedar Kirane (10010045)

مصطلحات موضوعية: Materials Engineering not elsewhere classified, Composites, softening law, strength size effect, post-peak softening, fracture process zone

Relation: https://figshare.com/articles/dataset/sj-zip-1-ijd-10_1177_1056789520986849_-_Supplemental_material_for_Effect_of_the_shape_of_the_softening_damage_law_on_the_predicted_tensile_fracturing_and_energy_dissipation_in_textile_composites/13614863

الاتاحة: https://doi.org/10.25384/sage.13614863.v1

المؤلفون: Dhakal, R.P., Maekawa, Koichi

مصطلحات موضوعية: axial compression, buckling, cover spalling, energy dissipation, post-peak softening, Field of Research::09 - Engineering::0905 - Civil Engineering, Fields of Research::40 - Engineering::4005 - Civil engineering::400504 - Construction engineering

وصف الملف: application/pdf

Relation: Rajesh P Dhakal, Koichi Maekawa (2002) Factors Governing the Post-Peak Hysteresis Loops of Reinforced Concrete Columns. Concrete Library of JSCE, (39), pp. 183-202.; http://hdl.handle.net/10092/4390

الاتاحة: http://hdl.handle.net/10092/4390