Shear Behavior of Y-Shaped Perfobond Rib Shear Connector with UHPC Grout-Reference-Cited by-同舟云学术

Shear Behavior of Y-Shaped Perfobond Rib Shear Connector with UHPC Grout

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ni Yulong¹,Hu Menghan²^ORCID,Jia Zhenlei³,Han Qiang⁴

Affiliation:

1. Ph.D. Student, National Key Laboratory of Bridge Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, China.

2. Associate Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China (corresponding author). ORCID: .

3. Assistant Researcher, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

4. Professor, National Key Laboratory of Bridge Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13483

Reference37 articles.

1. Experimental study on interfacial shear behavior of PBL shear connector deeply embedded in UHPC;Cao Z.;Case Stud. Constr. Mater.,2023

2. Experimental and analytical study on crack resistance of fully prefabricated steel-UHPC composite deck using PBL connectors

3. Experimental study on grouped stud shear connectors in precast steel- UHPC composite bridge

4. Shear performance of UHPC-filled pocket connection between precast UHPC girders and full-depth precast concrete slabs

5. Experimental investigation and calculation method of UHPC direct shear capacity;Feng Z.;China J. Highway Transp.,2021

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