Combined compression-bending-torsion behaviour of CFST columns confined by CFRP for marine structures-Reference-Cited by-同舟云学术

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Combined compression-bending-torsion behaviour of CFST columns confined by CFRP for marine structures

Published:2020-06 Issue: Volume:242 Page:112181
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Wang Yu-Hang,Wang Yu-Yan,Hou Chao,Zhou Xu-Hong,Deng Ran,Lan Yong-Sen,Luo Wei,Kong Wei-Bo

Funder

Fok Ying Tung Education Foundation

Fundamental Research Funds for the Central Universities

111 Project

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference29 articles.

1. Modern concrete filled steel tube structural technology;Han,2007

2. Compressive behavior of concrete confined by carbon fiber composite jackets;Xiao;J Mater Civ Eng,2000

3. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures;Chen;Compos Struct,2007

4. Stress analysis of steel beams reinforced with a bonded CFRP plate;Deng;Compos Struct,2004

5. Confined concrete-filled tubular columns;Xiao;J Struct Eng,2005

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2. Axial compressive behavior of FRP-confined square CFST columns reinforced with internal latticed steel angles for marine structures;Engineering Structures;2024-11

3. The axial compression performance of stainless steel tube-confined concrete with a circular hollow section: Experimental results;Structures;2024-10

4. In-plane behaviors of FRP confined concrete-filled steel tubular arches under mid-span concentrated loads;Structures;2024-10

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