Experimental and numerical investigation on the lateral impact responses of CFST members after exposure to fire
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference48 articles.
1. Developments and advanced applications of concrete-filled steel tubular (CFST) structures: Members;Han;J. Constr. Steel Res.,2014
2. Behaviour of concrete filled steel tubular (CFST) members under lateral impact: experiment and FEA model;Wang;J. Constr. Steel Res.,2013
3. Behaviour of high-strength concrete filled steel tubes under transverse impact loading;Han;J. Constr. Steel Res.,2014
4. Performance of circular CFDST members with external stainless steel tube under transverse impact loading;Zhao;Thin-Walled Struct.,2019
5. Transverse impact behavior of high-strength concrete filled normal/high-strength square steel tube columns;Yang;Int. J. Impact Eng.,2020
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2. Investigation of high-performance alkali-activated slag concrete-filled steel tubular members under lateral impact;Journal of Constructional Steel Research;2024-10
3. Finite element analysis of locally strengthened stainless-steel tube under lateral impact loading;Journal of Constructional Steel Research;2024-07
4. Experimental and numerical studies on deformation performance of square concrete-filled steel tubular columns under repeated lateral impacts;Engineering Structures;2024-06
5. Compressive performance of steel reinforced circular CFST stub columns after elevated temperatures;Structures;2024-06
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