Feasibility of suppressing debonding failure for CFRP-hollow section steel tube composite member with a thick-walled section under tensile loading-Reference-Cited by-同舟云学术

Feasibility of suppressing debonding failure for CFRP-hollow section steel tube composite member with a thick-walled section under tensile loading

Published:2024-03 Issue: Volume:196 Page:111484
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Zu Kun,Luo Bin,Ma Xing,Xiong Er-Gang

Funder

China Scholarship Council

Shanxi Provincial Key Research and Development Project

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference50 articles.

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3. Analytical modelling and design of partially CFRP-wrapped thin-walled circular NCFST stub columns under axial compression;Shen;Thin-Walled Struct.,2019

4. Theoretical model for slender FRP-confined circular RC columns;Jiang;Constr. Build. Mater.,2012

5. State-of-the-art review on FRP strengthened steel structures;Zhao;Eng. Struct.,2007

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