Experimental study on the bond capacity of RC beams incorporating concrete strength, corrosion and loading rate-Reference-Cited by-同舟云学术

Experimental study on the bond capacity of RC beams incorporating concrete strength, corrosion and loading rate

Published:2023-07 Issue: Volume:53 Page:228-239
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Wu Jieqiong,Yang Jian,Guo Li,Jin Liu,Du Xiuli

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference66 articles.

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2. Bond behaviour of normal/recycled concrete and corroded steel bars;Zhao;Constr Build Mater,2013

3. ACI Committee 408. Bond and development of straight reinforcing bars in tension (ACI 408-03). Farmington Hills, MI: American Concrete Institute; 2003.

4. Rao GA, Pandurangan K, Sultana F, Eligehausen R. Studies on the pull-out strength of ribbed bars in high-strength concrete. Proceedings of FraMCoS-6. 2007:295-301.

5. Modeling local bond stress–slip relationships of reinforcing bars embedded in concrete with different strengths;Tang;Materials,2020

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2. Study on bond-slip between reinforcing bar and concrete during transient pull-out test under fire;Structures;2024-03

3. An Assessment of the Structural Performance of Rebar-Corroded Reinforced Concrete Beam Members;Applied Sciences;2023-10-02