Flexural Behavior and Model of Curved Bolt Connections with UHPC Grout and CFRP Tendons for Prefabricated Concrete Panels-Reference-Cited by-同舟云学术

Flexural Behavior and Model of Curved Bolt Connections with UHPC Grout and CFRP Tendons for Prefabricated Concrete Panels

Published:2024-05 Issue:5 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Hu Menghan¹,Jia Zhenlei²,Ni Yulong³,Han Qiang⁴

Affiliation:

1. Associate Professor, School of Civil and Transportation Engineering, Beijing Univ. of Civil Engineering and Architecture, Beijing 100044, China.

2. Assistant Researcher, National Key Laboratory of Bridge Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, China (corresponding author).

3. Ph.D. Student, National Key Laboratory of Bridge Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, 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/JBENF2.BEENG-6650

Reference28 articles.

1. AASHTO (American Association of State Highway and Transportation Officials). 2017. AASHTO LRFD bridge design specifications. 8th ed. Washington, DC: AASHTO.

2. ABAQUS 6.10 [Computer software]. 2010. Analysis user’s manual 6.10-EF. Providence, RI: Dassault Systems Simulia Corp.

3. ACI (American Concrete Institute). 2004. Prestressing concrete structures with FRP tendons. ACI 440.4R-04. Farmington Hills, MI: ACI.

4. ACI (American Concrete Institute). 2019. Building code requirements for structural concrete. ACI 318-19. Farmington Hills, MI: ACI.

5. Laboratory Testing of GFRP-RC Panels with UHPFRC Joints of the Nipigon River Cable-Stayed Bridge in Northwest Ontario, Canada

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