Temperature action and effect of concrete-filled steel tubular bridges: A review-Reference-Cited by-同舟云学术

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Temperature action and effect of concrete-filled steel tubular bridges: A review

Published:2020-04 Issue:2 Volume:7 Page:174-191
ISSN:2095-7564
Container-title:Journal of Traffic and Transportation Engineering (English Edition)
language:en
Short-container-title:Journal of Traffic and Transportation Engineering (English Edition)

Author:

Liu Jiang,Liu Yongjian^ORCID,Zhang Chenyu,Zhao Qiuhong,Lyu Yi,Jiang Lei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Transportation,Civil and Structural Engineering

Reference101 articles.

1. Experimental analysis of temperature gradients in concrete box-girders;Abid;Construction and Building Materials,2016

2. Concrete Cracks in Composite Bridges;Ansnaes,2012

3. Thermal behavior of composite box-girder bridges;Chang;Structures and Buildings,2000

4. Concrete-filled Steel Tube Arch Bridge;Chen,2007

5. Effects of Thermal Actions on Texas Steel Bridges;Chen,2008

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1. Acoustic emission for monitoring the damage progress on concrete-filled stainless-steel tubes (CFSST) under bending test;Engineering Structures;2024-09

2. Mechanical response of long-span CFST arch bridges based on the hydration heat temperature effect;Scientific Reports;2024-06-25

3. Finite-Element Analysis of Temperature Field and Effect on Steel-Concrete Composite Pylon of Cable-Stayed Bridge without Backstays;Buildings;2024-06-09

4. Construction alignment and closure control of CFST truss arch bridges based on temperature effect;Structures;2024-05

5. Research on solar radiation-caused radial temperature difference and interface separation of CFST;Structures;2024-04

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