Unified Model of Local Bond between Deformed Steel Rebar and Concrete: Indentation Analogy Theory and Validation-Reference-Cited by-同舟云学术

Unified Model of Local Bond between Deformed Steel Rebar and Concrete: Indentation Analogy Theory and Validation

Published:2015-10 Issue:10 Volume:141 Page:04015038
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Wu Chenglin¹,Chen Genda²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409-0030.

2. Professor and Abbett Distinguished Chair in Civil Engineering, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409-0030 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000945

Reference42 articles.

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2. Bond strength of black and epoxy-coated reinforcement-a theoretical approach;Cairns J.;ACI Mater. J.,1996

3. Influence of rib geometry on strength of lapped joints: an experimental and analytical study

4. CEB-FIP Task Group Bond Models. (2000). “Bond of reinforcement in concrete.” Fédération International de la Précontrainte Lausanne Switzerland.

5. Bond of epoxy-coated reinforcement: bar parameters;Choi O. C.;ACI Struct. J.,1991

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