Experimental investigation of fatigue bond behavior between deformed steel bar and concrete-Reference-Cited by-同舟云学术

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Experimental investigation of fatigue bond behavior between deformed steel bar and concrete

Published:2020-04 Issue: Volume:108 Page:103515
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Zhang Weiping,Zhang Yunpeng,Li Hao,Gu Xianglin

Funder

National Key Basic Research and Development Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference25 articles.

1. Effect of confinement on bond strength between steel bars and concrete;Harajli;ACI Struct. J.,2004

2. Fib Model Code for Concrete Structures 2010,2013

3. Local bond stress-slip behavior of reinforcing bars embedded in plain and fiber concrete;Harajli;ACI Mater. J.,1995

4. Comparison of bond strength of steel bars in normal-and high-strength concrete;Harajli;J. Mater. Civ. Eng.,2004

5. Unified bond stress–slip model for reinforced concrete;Wu;J. Struct. Eng.,2013

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