Mechanical behavior of CFST strengthened with CFRP grid-reinforced ECC under compression-Reference-Cited by-同舟云学术

Mechanical behavior of CFST strengthened with CFRP grid-reinforced ECC under compression

Published:2023-10 Issue: Volume:56 Page:104931
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhang Zaiyu,Sun Qing,Guo Xiaoyang,Hu Gaoxing,Tian Penggang,Ma Ben

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference30 articles.

1. Numerical study on triaxial compressive behavior of engineered cementitious composites confined by circular steel tubes;Zhang;Constr Build Mater,2022

2. Modified confining stress path dependent analytical model for axially loaded circular normal, high and ultra-high strength concrete-filled steel tube stub columns;Siqi;Compos Struct,2020

3. Seismic performance of rectangular ultra-high performance concrete filled steel tube (UHPCFST) columns;Cai;Compos Struct,2021

4. Performance in fire of small-scale CFRP strengthened concrete beams;Barnes;J Compos Constr,2006

5. Experimental study on CFST members strengthened by CFRP composites under compression;Sundarraja;J Constr Steel Res,2012

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2. Experimental study of post-fire bond behavior of concrete-filled stiffened steel tubes: A crucial aspect for composite structures;Structures;2024-04

3. Numerical investigation and design of CFST columns strengthened by CFRP grid-reinforced ECC under eccentric compression;Engineering Structures;2024-02

4. Flexural behavior of the corroded RC beams strengthened with BFRP grid-reinforced ECC;Structures;2023-12