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.