Unified Bond Stress–Slip Model for Reinforced Concrete-Reference-Cited by-同舟云学术

Unified Bond Stress–Slip Model for Reinforced Concrete

Published:2013-11 Issue:11 Volume:139 Page:1951-1962
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Wu Yu-Fei¹,Zhao Xue-Mei²

Affiliation:

1. Associate Professor, Dept. of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong (corresponding author).

2. Ph.D. Student, Dept. of Civil and Architectural Engineering, City Univ. of Hong Kong, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000747

Reference43 articles.

1. American Concrete Institute (ACI). (1995). Building code requirements for reinforced concrete ACI Committee 318 Detroit.

2. Bond performance of reinforcing bars embedded in high-strength concrete;Azizinamini A.;ACI Struct. J.,1993

3. High-Bond Bars in NSC and HPC: Study on Size Effect and on the Local Bond Stress-Slip Law

4. Interfacial bond analysis of deformed bars to concrete;Choi O. C.;ACI Struct. J.,2002

5. Comité Euro-International du Béton and Fédération Internationale de la Précontrainte (CEB-FIP). (1993). CEB-FIP model code 1990 Lausanne Switzerland.

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