Determination of Reduction Factor of Shear Key Configurations for Calculating Direct Shear Strength of Precast Concrete Dry Joints Using Parametric Finite-Element Simulations-Reference-Cited by-同舟云学术

Determination of Reduction Factor of Shear Key Configurations for Calculating Direct Shear Strength of Precast Concrete Dry Joints Using Parametric Finite-Element Simulations

Published:2024-07 Issue:7 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Tongxu¹^ORCID,Wang Zhen²,Wang Jingquan³,Zhang Jian⁴^ORCID

Affiliation:

1. Ph.D. Candidate, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, 2900 Edouard-Montpetit, Montreal, QC, Canada H3T 1J4. ORCID: .

2. Professor, State Key Laboratory of Safety, Durability, and Healthy Operation of Long Span Bridges, Southeast Univ., Nanjing 211189, China (corresponding author).

3. Professor, State Key Laboratory of Safety, Durability, and Healthy Operation of Long Span Bridges, Southeast Univ., Nanjing 211189, China; Professor, Dept. of Civil Engineering, Jiangsu Univ., Zhenjiang, Jiangsu 212013, China.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095; Ph.D. Candidate, Dept. of Civil, Geological, and Mining Engineering, Polytechnique Montreal, 2900 Edouard-Montpetit, Montreal, QC, Canada H3T 1J4. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6673

Reference51 articles.

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

2. ABAQUS. 2021. Abaqus analysis user’s manual, version 2021. Providence, RI: Dassault Simulia.

3. Shear strength of joints in precast posttensioned segmental bridges during 1959–2019, review and analysis;Ahmed G. H.;Structures,2019

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

5. Influence of the number of keys on the shear strength of post-tensioned dry joints;Alcalde M.;Mater. Constr.,2013