Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges-Reference-Cited by-同舟云学术

Behavior of Perforated Shear Connectors in Steel–Concrete Composite Joints of Hybrid Bridges

Published:2017-04 Issue:4 Volume:22 Page:04016135
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xiao Lin¹,Li Xiaozhen²,John Ma Zhongguo³

Affiliation:

1. Assistant Professor, Dept. of Bridge Engineering, School of Civil Engineering, Southwest Jiaotong Univ., Sichuan 610031, China; Key Laboratory of High-Speed Railway Engineering of the Ministry of Education, Sichuan 610031, China; Visiting Scholar, Dept. of Civil and Environmental Engineering, Univ. of Tennessee, John D. Tickle, Knoxville, TN 37996.

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

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

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.1943-5592.0001020

Reference21 articles.

1. Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement

2. AISC. (2005). “Specification for structural steel buildings.” AISC 360–05 Chicago.

3. ANSYS [Computer software]. ANSYS Canonsburg PA.

4. BSI (British Standards Institution). (2005). “Eurocode 4: design of composite steel and concrete structures. General rules and rules for buildings.” EN1994-1-1 London.

5. Experimental evaluation of the structural response of Perfobond shear connectors

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