Effect of ultra-high lateral strain capability on the performance of damaged concrete strengthening with PET-FRP: Test and modeling-Reference-Cited by-同舟云学术

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Effect of ultra-high lateral strain capability on the performance of damaged concrete strengthening with PET-FRP: Test and modeling

Published:2022-10 Issue: Volume:350 Page:128717
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Zhu Zhongfeng,Zhou Yingwu,Zhu Zengzhu,Sui Lili,Li Pengda

Publisher

Elsevier BV

Subject

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

Reference66 articles.

1. Test on axial compression performance of nano-silica concrete-filled angle steel reinforced GFRP tubular column;He;Nanotechnology Reviews,2019

2. Perforated steel block of realizing large ductility under compression: Parametric study and stress–strain modeling;Zhou;Reviews on Advanced Materials Science,2022

3. Behavior and modeling of concrete confined with FRP composites of large deformability;Dai;J. Compos. Constr.,2011

4. Recyclable LRS FRP composites for engineering structures: current status and future opportunities;Ye;Compos. B Eng.,2021

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

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. Estimation of confined compressive strength of LRS‐FRP concrete specimens with computational intelligence;ZAMM - Journal of Applied Mathematics and Mechanics / Zeitschrift für Angewandte Mathematik und Mechanik;2024-08-23

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