Interface Behavior between Steel and Concrete Connected by Bonding-Reference-Cited by-同舟云学术

Interface Behavior between Steel and Concrete Connected by Bonding

Published:2016-06 Issue:6 Volume:21 Page:04016026
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhan Yulin¹,Ma Zhongguo John²,Zhao Renda³,Li Guifeng⁴,; and Tianyu⁵

Affiliation:

1. Associate Professor, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Sichuan 610031, China; Key Laboratory of High-Speed Railway Engineering, Ministry of Education, Sichuan 610031, China.

2. Professor, Dept. of Civil and Environmental Engineering, John D. Tickle Engineering, Building, Univ. of Tennessee, Knoxville, TN 37996-2313; Visiting Professor, School of Civil Engineering, Southwest Jiaotong Univ., Sichuan 610031, China (corresponding author).

3. Professor, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Sichuan 610031, China.

4. Design Engineer, Tianjin Municipal Engineering Design and Research Institute, Tianjin 300000, China.

5. Professor, School of Architecture and Civil Engineering, Xihua Univ., Sichuan 610000, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000813

Reference24 articles.

1. ASTM (2002). “Standard test method for tensile properties of thin plastic sheering.” ASTM Standard D882-02 West Conshohocken PA.

2. A force-based model for composite steel–concrete beams with partial interaction

3. Evaluation of the adhesion resistance between steel and concrete by push out test

4. Static behaviour of a full-scale steel–concrete beam with epoxy-bonding connection

5. Experimental study of bonded steel concrete composite structures

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