Factors affecting the bond behavior of corroded rebars embedded in ultra-high-performance concrete-Reference-Cited by-同舟云学术

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Factors affecting the bond behavior of corroded rebars embedded in ultra-high-performance concrete

Published:2024-08 Issue: Volume:66 Page:106875
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Khaksefidi Samaneh,Ghalehnovi Mansour,Rahdar Hosseinali

Publisher

Elsevier BV

Reference33 articles.

1. Graybeal B.A., editor Behavior of ultra-high performance concrete connections between precast bridge deck elements. Proceedings concrete bridge conference: achieving safe, smart & sustainable, Phoenix, Arizona; 2010.

2. Experimental investigation of corrosion effect on bond behavior between reinforcing bar and concrete;Ma;Constr Build Mater,2017

3. Bond behaviour of corroded reinforcing steel bars in concrete;Fang;Cem Concr Res,2006

4. Effect of corrosion on bond in reinforced concrete under cyclic loading;Fang;Cem Concr Res,2006

5. Bond behavior of corroded reinforcement bars;Auyeung;Mater J,2000

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

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