Experimental Study on Shear Behavior of a UHPC Connection Between Adjacent Precast Prestressed Concrete Voided Beams-Reference-Cited by-同舟云学术

Experimental Study on Shear Behavior of a UHPC Connection Between Adjacent Precast Prestressed Concrete Voided Beams

Published:2020-12 Issue:12 Volume:25 Page:04020106
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Jiang Haibo¹,Dong Xiaotong²,Fang Zhuangchen³,Xiao Jie⁴^ORCID,Chen Ying²

Affiliation:

1. Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

2. Postgraduate, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

3. Ph.D. Candidate, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China.

4. Assisant Professor, School of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou Higher Education Mega Center, Guangzhou 510006, China (corresponding author). ORCID: .

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.1943-5592.0001644

Reference40 articles.

1. Numerical analysis on shear behavior of joints under low confining and eccentric loads;Chen G.;Adv. Civ. Eng.,2019

2. Analysis on disease of hinge joint in precast concrete hollow slab;Chen J.;Mod. Transp. Technol.,2012

3. Dowel action of reinforcement crossing cracks in concrete;Dulacska H.;J. Proc.,1972

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