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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66040
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dc.titlePUNCHING SHEAR OF STEEL - CONCRETE OPEN SANDWICH SLABS.
dc.contributor.authorOng, K.C.G.
dc.contributor.authorMansur, M.A.
dc.date.accessioned2014-06-17T08:23:32Z
dc.date.available2014-06-17T08:23:32Z
dc.date.issued1985-12
dc.identifier.citationOng, K.C.G.,Mansur, M.A. (1985-12). PUNCHING SHEAR OF STEEL - CONCRETE OPEN SANDWICH SLABS.. Magazine of Concrete Research 37 (133) : 216-226. ScholarBank@NUS Repository.
dc.identifier.issn00249831
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66040
dc.description.abstractAn experimental programme was conducted on simply supported, two-way epoxy-bonded steel-concrete open sandwich slabs under a central patch load. The major parameters of the study were the method of surface preparation for the steel plate, size of patch load, grade of concrete and thickness of concrete topping. The results of twelve slabs tested in this programme are presented and discussed. On the basis of the test data, a modification to the existing plastic theory for conventional reinforced concrete is suggested for the design of open sandwich slabs against punching shear failure.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleMagazine of Concrete Research
dc.description.volume37
dc.description.issue133
dc.description.page216-226
dc.description.codenMCORA
dc.identifier.isiutNOT_IN_WOS
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