Experimental and Numerical Study on the Mechanical Behavior of Prestressed Continuous Composite I-Girder Bridges with Partial Connection-Reference-Cited by-同舟云学术

Experimental and Numerical Study on the Mechanical Behavior of Prestressed Continuous Composite I-Girder Bridges with Partial Connection

Published:2023-03 Issue:3 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Tang Jian¹,Su Qingtian²,Su Hang³,Casas Joan R.⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 20092, China; Ph.D. Candidate, Dept. of Civil Engineering, Kyushu Univ., Fukuoka 8190395, Japan.

2. Professor, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China; Shanghai Engineering Research Center of High Performance Composite Bridge, Shanghai 200092, China (corresponding author).

3. Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 20092, China; Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Technical Univ. of Catalunya, UPC-BarcelonaTech, Campus Nord, Calle Jordi Girona 1-3, Barcelona 08034, Spain.

4. Professor, Dept. of Civil and Environmental Engineering, Technical Univ. of Catalunya, UPC-BarcelonaTech, Campus Nord, Calle Jordi Girona 1-3, Barcelona 08034, Spain. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Organic Chemistry,Biochemistry

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5955

Reference36 articles.

1. Flexible Shear Connectors for Railway Composite Girder Bridges

2. Cao, P. 2017. Analysis of partial-combination prestressed continuous composite beam. Shanghai, China: Tongji Univ.

3. Static and fatigue behavior of steel-concrete composite beams with corroded studs

4. Practical nonlinear inelastic analysis method of composite steel-concrete beams with partial composite action

5. Damage Control of Composite Steel Beams Using Flexible Gel-Covered Studs

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