Numerical study on the effects of non-uniform corrosion and confinement conditions on the bond performance of RC beams-Reference-Cited by-同舟云学术

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Numerical study on the effects of non-uniform corrosion and confinement conditions on the bond performance of RC beams

Published:2023-12 Issue: Volume:19 Page:e02328
ISSN:2214-5095
Container-title:Case Studies in Construction Materials
language:en
Short-container-title:Case Studies in Construction Materials

Author:

Wu Jieqiong,Zhang Xiaowang,Jin Liu,Du Xiuli

Funder

National Natural Science Foundation of China

Natural Science Foundation of Beijing Municipality

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference49 articles.

1. Experimental investigation of the bond performance between nonuniformly corroded reinforcing bar and concrete;Wu;J. Mater. Civ. Eng.,2022

2. Probabilistic prediction with Bayesian updating for strength degradation of RC bridge beams;Ma;Struct. Saf.,2013

3. Numerical study of interactive ingress of calcium leaching, chloride transport and multi-ions coupling in concrete;Liu;Cem. Concr. Res.,2023

4. Multi-scale modelling and statistical analysis of heterogeneous characteristics effect on chloride transport properties in concrete;Tong;Constr. Build. Mater.,2023

5. A numerical study on chloride transport in alkali-activated fly ash/slag concretes;Liu;Cem. Concr. Res.,2023

Cited by 2 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. Bond-slip relationship between deformed rebar and ultra-high-performance concrete with corrosion effect;Case Studies in Construction Materials;2024-12

2. 3D meso-scale modeling of bond behavior between helical strand and concrete;Engineering Structures;2024-06

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