Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/95999
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dc.contributor.authorLi, Bing.en
dc.contributor.authorTran, Cao Thanh Ngoc.en
dc.date.accessioned2012-08-15T06:35:27Zen
dc.date.accessioned2019-12-06T19:24:12Z-
dc.date.available2012-08-15T06:35:27Zen
dc.date.available2019-12-06T19:24:12Z-
dc.date.copyright2008en
dc.date.issued2008en
dc.identifier.citationLi, B., & Tran, C. T. N. (2008). Reinforced concrete beam analysis supplementing concrete contribution in truss models. Engineering Structures, 30 (11), 3285-3294.en
dc.identifier.urihttps://hdl.handle.net/10356/95999-
dc.description.abstractA truss model is presented in this paper to predict the load deflection response of reinforced concrete beams subjected to flexure and shear. The truss model which has struts at various angles is derived considering concrete contribution. The concrete contribution is then integrated into the modified truss model through the concept of equivalent stirrup reinforcement. The validity and applicability of the proposed truss model is evaluated by comparing results with experimental data. Good correlations with the experimental data have been obtained. This study shows that the truss model analogy, if properly treated, can be used to access both shear strength as well as the load deflection response of reinforced concrete elements subjected to shear and flexure.en
dc.language.isoenen
dc.relation.ispartofseriesEngineering structuresen
dc.rights© 2008 Elsevier. This is the author created version of a work that has been peer reviewed and accepted for publication by Engineering Structures, Elsevier. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [DOI:http://dx.doi.org/10.1016/j.engstruct.2008.05.002].en
dc.subjectDRNTU::Engineeringen
dc.titleReinforced concrete beam analysis supplementing concrete contribution in truss modelsen
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen
dc.identifier.doi10.1016/j.engstruct.2008.05.002en
dc.description.versionAccepted versionen
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