Experimental Study on Mechanical Behavior of PBL Shear Connectors-Reference-Cited by-同舟云学术

Experimental Study on Mechanical Behavior of PBL Shear Connectors

Published:2018-09 Issue:9 Volume:23 Page:04018062
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Yang Yong¹,Chen Yang²

Affiliation:

1. Professor, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, 13#, Yanta Rd., Beilin District, Xi’an, 710055, China.

2. Ph.D. Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, 13#, Yanta Rd., Beilin District, Xi’an, 710055, 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.1943-5592.0001274

Reference19 articles.

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

2. Finite Element Simulation and Parametric Studies of Perfobond Rib Connector

3. CEN (European Committee for Standardisation). 2004. Eurocode 4. Design of composite steel and concrete structures. EN 1994-1-1:2004. Brussels Belgium: CEN.

4. Behavior of steel and concrete composite beams with a newly puzzle shape of crestbond rib shear connector: an experimental study

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