Please use this identifier to cite or link to this item: https://doi.org/10.1061/40492(2000)135
DC FieldValue
dc.titleBehaviour of web panels in plate girders curved in plan
dc.contributor.authorKumar, M.M.
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorThevendran, V.
dc.date.accessioned2014-06-19T05:48:47Z
dc.date.available2014-06-19T05:48:47Z
dc.date.issued2004
dc.identifier.citationKumar, M.M.,Shanmugam, N.E.,Thevendran, V. (2004). Behaviour of web panels in plate girders curved in plan. Structures Congress 2000: Advanced Technology in Structural Engineering 103 : -. ScholarBank@NUS Repository. <a href="https://doi.org/10.1061/40492(2000)135" target="_blank">https://doi.org/10.1061/40492(2000)135</a>
dc.identifier.isbn0784404925
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74083
dc.description.abstractThis paper is concerned with a study on the behaviour of plate girders curved in plan. Experiments on plate girders curved in plan are described and results obtained using finite element method for girders having different curvature and subjected to a point load applied at the mid span are presented. Deformation and the ultimate strength values predicted by the finite element method are shown to be in reasonably good agreement with those obtained from experiments. The effect of curvature and depth to thickness ratio of web on the ultimate strength behaviour are investigated. Copyright ASCE 2004.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/40492(2000)135
dc.sourceScopus
dc.subjectCurvature
dc.subjectHighway structures
dc.subjectPlate girders
dc.subjectSteel plates
dc.subjectUltimate strength
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/40492(2000)135
dc.description.sourcetitleStructures Congress 2000: Advanced Technology in Structural Engineering
dc.description.volume103
dc.description.page-
dc.identifier.isiutNOT_IN_WOS
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