An Analytical Model to Evaluate Short- and Long-Term Performances of Post-Tensioned Concrete Box-Girder Bridges Rehabilitated by an Ultrahigh-Performance Concrete Overlay-Reference-Cited by-同舟云学术

An Analytical Model to Evaluate Short- and Long-Term Performances of Post-Tensioned Concrete Box-Girder Bridges Rehabilitated by an Ultrahigh-Performance Concrete Overlay

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:

Zhang Youyou¹^ORCID,Chai Y. H.²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Xi’an Jiaotong Univ., Xi’an 710049, P. R. China (corresponding author). ORCID: .

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5673

Reference48 articles.

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2. Abdellatef, M., J. Vorel, R. Wendner, and M. Alnaggar. 2017. “Lattice discrete particle modeling of time dependent behavior of prestressed concrete beams.” In Proc., 2017 PCI Convention & National Bridge Conf. Chicago, IL: The Precast/Prestressed Concrete Institute (PCI)

3. ACI (American Concrete Institute). 1992. Prediction of creep, shrinkage, and temperature effects in concrete structures. ACI 209R-92. Farmington Hills, MI: ACI.

4. Composite model for predicting the punching resistance of R-UHPFRC–RC composite slabs

5. Time dependent concrete properties related to design-strength and elastic properties, creep, and shrinkage;Branson D. E.;Spec. Publ.,1971

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