Experimental and Modeling Study on Long-Term Deformation of Three-Span Prestressed Concrete Continuous Box-Girder Bridge Model after Cracking-Reference-Cited by-同舟云学术

Experimental and Modeling Study on Long-Term Deformation of Three-Span Prestressed Concrete Continuous Box-Girder Bridge Model after Cracking

Published:2024-10 Issue:10 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cao Guohui¹,Shen Jiyang²^ORCID,Yang Ligen³,Li Kezhong⁴,Li Zehua⁵

Affiliation:

1. Ph.D. Professor, Hunan Engineering Research Center of Development and Application of Ceramsite Concrete Technology, Hunan City Univ., Yingbin East Rd., Yiyang 413000, P.R. China.

2. Ph.D. Candidate, Key Lab of Structures Dynamic Behavior and Control of the Ministry of Education, Harbin Institute of Technology, Harbin 150090, P.R. China (corresponding author). ORCID: .

3. College of Civil Engineering and Mechanics, Xiangtan Univ., North Second Ring Rd., Xiangtan 411105, P.R. China.

4. Senior Engineer, Zhongke Gaosheng Consulting Group Co. Ltd., Changsha 410000, P.R. China.

5. College of Civil Engineering, Xiangtan Univ., North Second Ring Rd., Xiangtan 411105, P.R. China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6725

Reference26 articles.

1. Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles

2. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms

3. Excessive Long-Time Deflections of Prestressed Box Girders. II: Numerical Analysis and Lessons Learned

4. 30-year creep and shrinkage of concrete

5. Time-Dependent Flexural Deformations in Composite Prestressed Concrete and Steel Bridge Beams. I: Prediction Methodology

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