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Article: Nonlinear modelling of reinforced concrete structures

TitleNonlinear modelling of reinforced concrete structures
Authors
Chan, HCCheung, YKHuang, YP
Issue Date1994
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstruc
Citation
Computers And Structures, 1994, v. 53 n. 5, p. 1099-1107 How to Cite?
AbstractA nonlinear finite element analytical model for reinforced concrete structures is presented in this paper. In this model, the constitutive relation for concrete is established on the heterogeneous strain hardening plasticity theory and the post-cracking behaviour is governed by a bond stress distribution function proposed by the authors. As an example, the experimental result of a shearwall specimen is employed for comparison with the analytical result obtained by using this nonlinear model. It is demonstrated that the model can be applied to predict the structural response, the crack pattern and ultimate strength of reinforced concrete structures with confidence. © 1994.
Persistent Identifierhttp://hdl.handle.net/10722/150035
ISSN
0045-7949
2021 Impact Factor: 5.372
2020 SCImago Journal Rankings: 1.450

 

DC FieldValueLanguage
dc.contributor.authorChan, HCen_US
dc.contributor.authorCheung, YKen_US
dc.contributor.authorHuang, YPen_US
dc.date.accessioned2012-06-26T06:01:13Z-
dc.date.available2012-06-26T06:01:13Z-
dc.date.issued1994en_US
dc.identifier.citationComputers And Structures, 1994, v. 53 n. 5, p. 1099-1107en_US
dc.identifier.issn0045-7949en_US
dc.identifier.urihttp://hdl.handle.net/10722/150035-
dc.description.abstractA nonlinear finite element analytical model for reinforced concrete structures is presented in this paper. In this model, the constitutive relation for concrete is established on the heterogeneous strain hardening plasticity theory and the post-cracking behaviour is governed by a bond stress distribution function proposed by the authors. As an example, the experimental result of a shearwall specimen is employed for comparison with the analytical result obtained by using this nonlinear model. It is demonstrated that the model can be applied to predict the structural response, the crack pattern and ultimate strength of reinforced concrete structures with confidence. © 1994.en_US
dc.languageengen_US
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/compstrucen_US
dc.relation.ispartofComputers and Structuresen_US
dc.titleNonlinear modelling of reinforced concrete structuresen_US
dc.typeArticleen_US
dc.identifier.emailCheung, YK:hreccyk@hkucc.hku.hken_US
dc.identifier.authorityCheung, YK=rp00104en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0028763552en_US
dc.identifier.volume53en_US
dc.identifier.issue5en_US
dc.identifier.spage1099en_US
dc.identifier.epage1107en_US
dc.publisher.placeUnited Kingdomen_US
dc.identifier.scopusauthoridChan, HC=7403402425en_US
dc.identifier.scopusauthoridCheung, YK=7202111065en_US
dc.identifier.scopusauthoridHuang, YP=7501574298en_US
dc.identifier.issnl0045-7949-

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