Yayın:
Composed material models for nonlinear behavior of reinforced concrete

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dc.contributor.authorDede, Tayfun
dc.contributor.authorAyvaz, Yusuf
dc.date.accessioned2026-06-27T13:30:40Z
dc.date.issued2013
dc.description.abstractThe purpose of this study is to present different composed material models for reinforced concrete structures (RC). For this aim a nonlinear finite element analysis program is coded in MATLAB. This program contains several yield criteria and stress-strain relationships for compression and tension behavior of concrete. In this study, the well-known criteria, Drucker-Prager, von Mises, Mohr Coulomb, Tresca, and two new criteria, Hsieh-Ting-Chen and Bresler-Pister, are taken into account. It is concluded that the coded program, the new yield criteria, and the models considered can be effectively used in the nonlinear analysis of reinforced concrete beams.en
dc.description.urihttps://doi.org/10.12989/cac.2013.12.3.303
dc.identifier.doi10.12989/cac.2013.12.3.303
dc.identifier.eissn1598-818X
dc.identifier.endpage318
dc.identifier.issn1598-8198
dc.identifier.issue3
dc.identifier.startpage303
dc.identifier.urihttps://hdl.handle.net/20.500.14981/53380
dc.identifier.volume12
dc.identifier.wos000324811300004
dc.language.isoeng
dc.publisherTECHNO-PRESS
dc.relation.ispartofCOMPUTERS AND CONCRETE
dc.subjectcomposed material model
dc.subjectelastic behavior
dc.subjectplastic behavior
dc.subjectnonlinear analysis
dc.subjectFINITE-ELEMENT-ANALYSIS
dc.subjectRC SHEAR PANELS
dc.subjectWALLS
dc.subjectMEMBERS
dc.subjectComputer Science
dc.subjectConstruction & Building Technology
dc.subjectEngineering
dc.subjectMaterials Science
dc.titleComposed material models for nonlinear behavior of reinforced concrete
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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