Axial stress-strain model for concrete in partially FRP wrapped reinforced concrete columns-Reference-Cited by-同舟云学术

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Axial stress-strain model for concrete in partially FRP wrapped reinforced concrete columns

Published:2024-02 Issue: Volume:416 Page:135028
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Wang Jizhong,Xiao Hongqing,Lu Longtao,Yang Junlong,Lu Shiwei,Shayanfar Javad^ORCID

Publisher

Elsevier BV

Reference55 articles.

1. J.G. Teng, J.F. Chen, S.T. Smith, L. Lam, FRP: strengthened RC structures, 2002.

2. Long-term performance of GFRP tubes filled with concrete and subjected to salt solution;Robert;J. Compos. Constr.,2012

3. General model for constitutive relationships of concrete and its composite structures;Zhou;Compos. Struct.,2012

4. Stress–strain model for concrete in FRP-confined steel tubular columns;Teng;Eng. Struct.,2013

5. Performance of circular concrete-filled fiber-reinforced polymer-steel composite tube columns under axial compression;Wei;J. Reinf. Plast. Compos.,2014

Cited by 1 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A versatile model with a design framework for axially-loaded FRP-confined concrete with/without a stress reduction-recovery behavior;Construction and Building Materials;2024-10

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