Effect of Circumferentially Nonuniform Lateral Tension on Bond Behavior between Plain Round Bars and Concrete: Analytical Study-Reference-Cited by-同舟云学术

Effect of Circumferentially Nonuniform Lateral Tension on Bond Behavior between Plain Round Bars and Concrete: Analytical Study

Published:2017-12 Issue:12 Volume:143 Page:04017170
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Xue¹,Ou Jinping²,Wu Zhimin²

Affiliation:

1. Lecturer, State Key Laboratory of Coastal and Offshore Engineering, State Key Laboratory of Structural Analysis for Industrial Equipment and Ocean Engineering Joint Research Centre of DUT-UWA, Dalian Univ. of Technology, Dalian 116023, China (corresponding author).

2. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116023, China.

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.0001903

Reference27 articles.

1. Hybrid simulation of a multi-span RC viaduct with plain bars and sliding bearings

2. Bond Behavior of Embedded Reinforcing Steel Bars for Varying Levels of Transversal Pressure

3. The effects of material properties on bond strength between reinforcing bar and concrete exposed to high temperature

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