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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65592
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dc.titleFerrocement under combined bending and axial loads
dc.contributor.authorMansur, M.A.
dc.contributor.authorParamasivam, P.
dc.date.accessioned2014-06-17T08:18:29Z
dc.date.available2014-06-17T08:18:29Z
dc.date.issued1985-08
dc.identifier.citationMansur, M.A.,Paramasivam, P. (1985-08). Ferrocement under combined bending and axial loads. International Journal of Cement Composites and Lightweight Concrete 7 (3) : 151-158. ScholarBank@NUS Repository.
dc.identifier.issn02625075
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65592
dc.description.abstractThe results of an experimental investigation conducted of three ferrocement sections under combined bending and axial loads are reported in this paper. Each section has identical dimensions, but contained different volume fraction of reinforcement. Based on the conventional reinforced concrete analysis, a method is presented for predicting the ultimate load capacity, and hence the interaction behaviour of a ferrocement section. The experimental data are in good agreement with the theoretical predictions. © 1985.
dc.sourceScopus
dc.subjectaxial stress
dc.subjectbending stress
dc.subjectcement composites
dc.subjectcombined stress
dc.subjectcomposite construction
dc.subjectfailure
dc.subjectFerrocement
dc.subjectstresses
dc.subjectstructural analysis
dc.subjectstructural engineering
dc.subjectultimate strength
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Journal of Cement Composites and Lightweight Concrete
dc.description.volume7
dc.description.issue3
dc.description.page151-158
dc.identifier.isiutNOT_IN_WOS
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