Please use this identifier to cite or link to this item: https://doi.org/10.1061/40492(2000)135
Title: Behaviour of web panels in plate girders curved in plan
Authors: Kumar, M.M.
Shanmugam, N.E. 
Thevendran, V. 
Keywords: Curvature
Highway structures
Plate girders
Steel plates
Ultimate strength
Issue Date: 2004
Source: Kumar, 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. https://doi.org/10.1061/40492(2000)135
Abstract: This 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.
Source Title: Structures Congress 2000: Advanced Technology in Structural Engineering
URI: http://scholarbank.nus.edu.sg/handle/10635/74083
ISBN: 0784404925
DOI: 10.1061/40492(2000)135
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