Behavior of hybrid FRP-concrete-steel double-skin tubular member T-joints subjected to brace axial compression-Reference-Cited by-同舟云学术

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Behavior of hybrid FRP-concrete-steel double-skin tubular member T-joints subjected to brace axial compression

Published:2024-09 Issue: Volume:202 Page:112081
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Lin Guan,Zeng Junjie^ORCID,Li Jiaxing,Chen G.M.,Zhou J.K.

Funder

Guangdong Provincial Natural Science Foundation

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference52 articles.

1. Behaviour of hybrid FRP–concrete–steel double-skin tubular columns;Teng,2004

2. Hybrid FRP-concrete-steel tubular columns: concept and behavior;Teng;Constr. Build. Mater.,2007

3. Durability of hollow-core GFRP-concrete-steel columns under severe weather conditions;Wang;J. Compos. Constr.,2018

4. Analysis and design methods for FRP-concrete-steel double-skin tubular bridge piers;Chen;China J. Highw. Transp.,2022

5. de Waal L., Jiang S., Hislop-Lynch S.R., Fernando D., Ahn S., Teng J.G., et al. Novel bridge system for durable, low-cost and rapid construction. 2018. p. Wibe Prize Paper.

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1. Investigation on load-bearing capacity improvement coefficient of CFRP-reinforced CHS KT-joints;Thin-Walled Structures;2024-09

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