Numerical investigation on the nonlinear shear behaviour of high-strength steel tapered corrugated web bridge girders

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Numerical investigation on the nonlinear shear behaviour of high-strength steel tapered corrugated web bridge girders

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作者：A.A. Elkawas^a ; M.F. Hassanein^b ; ^{mostafa.fahmi@yahoo.com} ; ^{mostafa.fahmi@f-eng.tanta.edu.eg} ; M.H. El-Boghdadi^b
关键词：Corrugated web ; Tapered girder ; Finite element analysis ; High-strength steel ; Shear buckling ; Interactive buckling ; Shear strength
刊名：Engineering Structures
出版年：2017
出版时间：1 March 2017
年：2017
卷：134
期：Complete
页码：358-375
全文大小：5825 K
卷排序：134

文摘

The strength and behaviour of the TPGCWs is investigated. High-strength steel is considered. The Resal effect is examined. New design strength is proposed.