Bond behavior between steel reinforcing bars and concrete under dynamic loads-Reference-Cited by-同舟云学术

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Bond behavior between steel reinforcing bars and concrete under dynamic loads

Published:2018-03-26 Issue:6 Volume:19 Page:1806-1817
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Gao Xiangling¹^ORCID,Ren Xiaodan¹^ORCID,Li Jie¹,Zhang Yanbo¹

Affiliation:

1. Department of Structural EngineeringTongji University Shanghai China

Funder

National Natural Science Foundation of China

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201700205

Reference31 articles.

1. AbramsDA.Tests of bond between concrete and steel. Technical Report Bulletin No.71 Urbana‐Champaign IL: University of Illinois;1913.

2. Local bond stress‐slip relationships of deformed bars under generalized excitations;Eligehausen R;Proc 7th Eur Conf Earthq Eng,1982

3. Development length for large high strength reinforcing bars;Ferguson PM;ACI J Proc,1965

4. Bond strength improvement of reinforcing bars specially designed rib geometries;Hamad BS;ACI Struct J,1995

5. Behavior of bond under dynamic loading;Hansen RJ;ACI J Proc,1962

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