Local buckling of the bottom flange in steel-concrete composite beams with trapezoidal corrugated webs subjected to end restraint at high temperatures

Author:

Zhou Huanting,Li Huaidong,Chen XiZhi,Chen Zhihua,Naser M.Z.

Funder

National Natural Science Foundation of China

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, South China University of Technology

Publisher

Elsevier BV

Reference42 articles.

1. Buckling formulas for corrugated metal shear diaphragms;Easley;J Struct Div,1975

2. Development of welded I-beam with corrugated web;Hamada;Bull Jpn Inst Met,1984

3. Bending and shear interaction behavior of girders with trapezoidally corrugated webs;Kovesdi;J Constr Steel Res,2016

4. Finite element analysis of flange elastic normal stress of steel girders with trapezoidal corrugated webs;Luo;J Hunan Inst Eng,2018

5. Bending capacity of H-beams with corrugated webs;Zhang;J Build Struct,2011

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