Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66350
DC FieldValue
dc.titleUltimate strength design of ferrocement in flexure
dc.contributor.authorMansur, M.A.
dc.date.accessioned2014-06-17T08:27:08Z
dc.date.available2014-06-17T08:27:08Z
dc.date.issued1988-10
dc.identifier.citationMansur, M.A. (1988-10). Ultimate strength design of ferrocement in flexure. Journal of Ferrocement 18 (4) : 385-395. ScholarBank@NUS Repository.
dc.identifier.issn01251759
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66350
dc.description.abstractAn experimental investigation was carried out to study the ultimate load behavior of ferrocement in which the member thickness was systematically varied for an equal volume fraction of reinforcement; the reinforcement being furnished by either welded or woven wire mesh. The results of these tests are presented and discussed in this paper. Based on experimental observation of the behavior at ultimate load and a comparison with the available test data, the familiar 'rigid-plastic' concept has been justified for ultimate strength analysis of ferrocement. Design charts are presented for typical ferrocement section.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of Ferrocement
dc.description.volume18
dc.description.issue4
dc.description.page385-395
dc.description.codenJOFED
dc.identifier.isiutNOT_IN_WOS
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