Refined nonlinear finite element modelling towards ultimate bending moment calculation for concrete composite beams under negative moment-Reference-Cited by-同舟云学术

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Refined nonlinear finite element modelling towards ultimate bending moment calculation for concrete composite beams under negative moment

Published:2017-07 Issue: Volume:116 Page:201-211
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zhou Wang-Bao,Yan Wang-Ji

Funder

National Natural Science Foundation of China

Fundamental Research Funds for the Central Universities of China

National Key Research and Development Plan

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. Lateral-distortional buckling of steel I—section members;Bradford;J. Constr. Steel Res.,1992

2. Distortional buckling solutions for continuous composite beams;Bradford;J. Struct. Eng.,1992

3. Elastic lateral and restrained distortional buckling of doubly symmetric I-beams;Chen;Int. J. Struct. Stab. Dyn.,2010

4. Elastic restrained distortional buckling of steel-concrete composite beams based on elastically supported column method;Ye;Int. J. Struct. Stab. Dyn.,2013

5. GBT-based finite element to assess the buckling behaviour of steel–concrete composite beams;Henriques;Thin-Walled Struct.,2016

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