Investigation on shear performance and prediction model of CFRP-ECC-concrete composite interface suffered from anodic polarization and environmental degradation-Reference-Cited by-同舟云学术

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Investigation on shear performance and prediction model of CFRP-ECC-concrete composite interface suffered from anodic polarization and environmental degradation

Published:2024-04 Issue: Volume:18 Page:100422
ISSN:2666-1659
Container-title:Developments in the Built Environment
language:en
Short-container-title:Developments in the Built Environment

Author:

Tian Jun,Zhu Wenchao,Wu Xiaowei^ORCID,Yuan Jinyun,Zheng Yu,Wang Wen-Wei,Wei Liangliang,Zhang Weiguo,Zheng Mingfang

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference27 articles.

1. Effectiveness of a conductive cementitious mortar anode for cathodic protection of steel in concrete;Bertolini;Cement Concrete Res,2004

2. Study on the sulfate resistance of containment concrete with pipe and hole;Du;Construct. Build. Mater.,2020

3. Experimental study on interface bonding fatigue behavior of C-FRCM composites in ICCP;Feng;Construct. Build. Mater.,2020

4. Interface behaviour of carbon-fabric-reinforced cementitious matrix composites with ICCP technique;Feng;Mag Concrete Res,2022

5. Effect of dry-wet ratio on properties of concrete under sulfate attack;Guo;Materials,2019

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. Feasibility study of smart functional strain-hardening cementitious composites: Self-sensing model and experimental performance;Construction and Building Materials;2024-07

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