Behavior of Fiber Reinforced Key Joints in Precast Concrete Segmental Bridge: Experimental and Numerical Analysis-Reference-Cited by-同舟云学术

Behavior of Fiber Reinforced Key Joints in Precast Concrete Segmental Bridge: Experimental and Numerical Analysis

Published:2021-08 Issue:8 Volume:26 Page:04021053
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Fu Jundong¹^ORCID,Yuan Aimin²,Wan Shui³

Affiliation:

1. Ph.D. Candidate, School of Transportation, Southeast Univ., Nanjing 210096, China. ORCID: .

2. Professor, School of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China.

3. Professor, School of Transportation, Southeast Univ., Nanjing 210096, China (corresponding author).

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.1943-5592.0001717

Reference29 articles.

1. AASHTO. 2003. Guide specifications for design and construction of segmental concrete bridges: 2003 interim revisions. 2nd ed. Washington, DC: AASHTO.

2. AASHTO. 2013. Interim revisions to the AASHTO LRFD bridge design specification. 6th ed. Washington, DC: AASHTO.

3. Shear behavior of dry and epoxied joints in precast concrete segmental box girder bridges under direct shear loading;Ahmed G. H.;Eng. Struct.,2019

4. Influence of intensity & eccentricity of posttensioning force and concrete strength on shear behavior of epoxied joints in segmental box girder bridges

5. Shear strength of joints in precast posttensioned segmental bridges during 1959–2019, review and analysis

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