Stiffness-based stress–strain model of FRP-confined high-strength and ultra-high strength concrete column with various corner radii-Reference-Cited by-同舟云学术

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Stiffness-based stress–strain model of FRP-confined high-strength and ultra-high strength concrete column with various corner radii

Published:2023-12 Issue: Volume:409 Page:133873
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Li Peng-Da,Zeng Qiang,Jiang Jia-Fei^ORCID

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference49 articles.

1. Fundamental principles that govern retrofitting of reinforced concrete columns by steel and FRP jacketing;Wu;Adv. Struct. Eng.,2006

2. General stress-strain model for steel- and FRP-confined concrete;Wu;J. Compos. Constr.,2015

3. Cyclic stress-strain model for FRP-confined concrete considering post-peak softening;Li;Compos. Struct.,2018

4. Compressive performance of high-strength seawater and sea sand concrete-filled circular FRP-steel composite tube columns;Wei;Eng. Struct.,2021

5. Design-oriented stress-strain model for FRP-confined concrete;Lam;Constr. Build. Mater.,2003

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. Predicting the compressive strength of CFRP-confined concrete using deep learning;Engineering Structures;2024-11

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