Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors-Reference-Cited by-同舟云学术

Experimental Study on Flexural Performance of HSS-UHPC Composite Beams with Perfobond Strip Connectors

Published:2022-06 Issue:6 Volume:148 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

He Shaohua¹,Li Quanfeng²,Yang Gang²,Zhou Xuan³,Mosallam Ayman S.⁴

Affiliation:

1. Associate Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, China.

2. Postgraduate Student, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou, Guangdong 510006, China.

3. Senior Engineer, Dept. of Bridge Engineering, Hunan Provincial Communications Planning, Survey & Design Institute Co., LTD., Moon Island St., Wangcheng District, Changsha, Hunan 410082, China.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Irvine, CA 92697 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003366

Reference22 articles.

1. AASHTO LRFD. 2017. Bridge design specifications. Washington, DC: AASHTO.

2. Elastoplastic Cross-Sectional Behavior of Composite Beams with High-Strength Steel: Analytical Modeling

3. Transverse Joint Design of Small–Medium-Span Fully Precast Steel–UHPC Lightweight Composite Bridge

4. Experimental study on and analytical solution of the elastic bending behavior of steel-UHPC composite box girders;Fan J.-S.;Eng. Mech.,2020

5. Fu G. 2008. “Experiments and theoretic research on steel-concrete composite beams considering interface slip and uplift.” Ph.D. thesis School of Civil Engineering Xi’an Univ. of Architecture and Technology.

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