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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65603
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dc.titleFinite element formulation for the analysis of reinforced fibrous concrete beams
dc.contributor.authorMurugappan, K.
dc.contributor.authorTan, K.H.
dc.contributor.authorParamasivam, P.
dc.date.accessioned2014-06-17T08:18:36Z
dc.date.available2014-06-17T08:18:36Z
dc.date.issued1994-12
dc.identifier.citationMurugappan, K.,Tan, K.H.,Paramasivam, P. (1994-12). Finite element formulation for the analysis of reinforced fibrous concrete beams. Finite Elements in Analysis and Design 18 (1-3) : 67-74. ScholarBank@NUS Repository.
dc.identifier.issn0168874X
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65603
dc.description.abstractThis paper presents the use of a finite element formulation for the analysis of reinforced steel fibre concrete beams under predominant flexure. The analysis is based on a secant stiffness formulation, using appropriate constitutive relations for cracked steel fibre concrete. Comparison with the available experimental results shows that, the analytical model predicts well the mode of failure, ultimate load and also the complete behaviour of reinforced steel fibre concrete beams. © 1994.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleFinite Elements in Analysis and Design
dc.description.volume18
dc.description.issue1-3
dc.description.page67-74
dc.description.codenFEADE
dc.identifier.isiutNOT_IN_WOS
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