Shear performance analysis of a tapered beam with trapezoidally corrugated steel webs considering the Resal effect
Author:
Funder
National Natural Science Foundation of China
Publisher
Elsevier BV
Subject
Civil and Structural Engineering
Reference22 articles.
1. Mechanical behavior and analysis of composite bridges with corrugated steel webs: state-of-the-art;He;Int J Steel Struct,2012
2. Prestressed concrete girder bridges with corrugated steel webs: review;Jiang;J Struct Eng,2014
3. Shear capacity of plate girders with trapezoidally corrugated webs;Luo;Thin Wall Struct,1996
4. Normalized shear strength of trapezoidal corrugated steel webs;Leblouba;J Constr Steel Res,2017
5. Lateral-torsional buckling of I-girder with corrugated webs under uniform bending;Moon;Thin Walled Struct,2009
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2. Frequency study on improved composite box girder bridges with corrugated steel webs;Journal of Constructional Steel Research;2024-04
3. Transverse Analysis of Box Girders with Corrugated Steel Webs;Buildings;2024-02-21
4. Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations;Journal of Bridge Engineering;2024-02
5. Shear stress migration in a tapered girder with trapezoidal corrugated steel webs;Journal of Constructional Steel Research;2024-01
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