Influence of compression arrangements on the structural behaviour of concrete filled steel tubes-Reference-Cited by-同舟云学术

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Influence of compression arrangements on the structural behaviour of concrete filled steel tubes

Published:2024-05 Issue: Volume:63 Page:106349
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhu Jiongyi,Zhong Shaoxiang^ORCID,Zhang Lei,Chen Junbo,Chan Tak-Ming

Publisher

Elsevier BV

Reference39 articles.

1. Complete triaxial stress-strain curves of high-strength concrete;Candappa;J Mater Civ Eng,2001

2. A stress-path dependent stress-strain model for FRP-confined concrete;Lai;Eng Struct,2020

3. Stress paths of confined concrete in axially loaded circular concrete-filled steel tube stub columns;Lin;Eng Struct,2018

4. Effectiveness of adding confinement for ductility improvement of high-strength concrete columns;Ho;Eng Struct,2010

5. Behavior and modeling of confined high-strength concrete;Xiao;J Compos Constr,2010

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