Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74369
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dc.titleStrength of stiffened plates with openings
dc.contributor.authorMahendran, M.
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLiew, J.Y.R.
dc.date.accessioned2014-06-19T05:52:08Z
dc.date.available2014-06-19T05:52:08Z
dc.date.issued1994
dc.identifier.citationMahendran, M.,Shanmugam, N.E.,Liew, J.Y.R. (1994). Strength of stiffened plates with openings. International Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction : 29-40. ScholarBank@NUS Repository.
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74369
dc.description.abstractThe load-deflection and ultimate strength behaviour of longitudinally stiffened plates with openings was studied using a second-order elastic post-buckling analysis and a rigid-plastic analysis. The ultimate strength was predicted from the intersection point of elastic and rigid-plastic curves and the Perry strut formula. Comparison with experimental results shows that satisfactory prediction of ultimate strength can be obtained by this simple method. Effects of the size of opening, the initial geometrical imperfections and the plate slenderness ratio on the strength of perforated stiffened plates were also studied.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleInternational Specialty Conference on Cold-Formed Steel Structures: Recent Research and Developments in Cold-Formed Steel Design and Construction
dc.description.page29-40
dc.identifier.isiutNOT_IN_WOS
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