Cyclic stress-strain model for FRP-confined concrete considering post-peak softening-Reference-Cited by-同舟云学术

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Cyclic stress-strain model for FRP-confined concrete considering post-peak softening

Published:2018-10 Issue: Volume:201 Page:902-915
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Li Pengda,Wu Yu-Fei,Zhou Yingwu,Xing Feng

Funder

National Natural Science Foundation of China

Research Fund (Free Exploration) of Shenzhen

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference51 articles.

1. Plasticity-based criterion for confinement design of FRP jacketed concrete columns;Jiang;Mater Struct,2016

2. Refinement of a design-oriented stress–strain model for FRP-confined concrete;Teng;J Compos Constr,2009

3. Analytical modelling of plastic behaviour of uniformly FRP confined concrete members;Rousakis;Composites Part B,2008

4. Evaluating and proposing models of circular concrete columns confined with different FRP composites;Fahmy;Composites Part B,2010

5. Theoretical stress–strain model for confined concrete;Mander;J Struct Eng,1988

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4. Effect of aggregate sizes on dilation properties and stress−strain behavior of FRP-confined recycled aggregate concrete;Journal of Building Engineering;2024-07

5. Postpeak Stress–Strain Behavior of High-Strength Concrete under Different FRP Confinement Stiffness Ratios;Journal of Composites for Construction;2024-04

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