Numerical Simulation on Thermomechanical Coupling Behavior of Early-Age Concrete in the Large-Scale Steel–Concrete Connecting Segment of a Hybrid-Girder Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Numerical Simulation on Thermomechanical Coupling Behavior of Early-Age Concrete in the Large-Scale Steel–Concrete Connecting Segment of a Hybrid-Girder Cable-Stayed Bridge

Published:2020-11 Issue:11 Volume:25 Page:05020009
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Jiang¹,Liu Yongjian²^ORCID,Zhang Zejun¹

Affiliation:

1. Ph.D. Candidate, School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China.

2. Professor, Dr. Eng., School of Highway, Chang’an Univ., Xi’an, Shaanxi 710064, China (corresponding author). ORCID: .

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.1943-5592.0001633

Reference33 articles.

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3. Cracking tendency of bridge deck concrete;Byard B. E.;Transp. Res. Rec.,2010

4. Review of ultra-high performance concrete shrinkage;Chen B.;J. Traffic Transp. Eng.,2018

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