An efficient model for simulation of temperature field of steel-concrete composite beam bridges-Reference-Cited by-同舟云学术

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An efficient model for simulation of temperature field of steel-concrete composite beam bridges

Published:2022-09 Issue: Volume:43 Page:1868-1880
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Fan Jian-Sheng,Li Bao-Luo^ORCID,Liu Cheng,Liu Yu-Fei

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference33 articles.

1. Failed bridges: case studies, causes and consequences;Scheer,2011

2. Thermal effects in concrete bridge superstructures;Imbsen,1985

3. Defect analysis and strengthening of single-column curvedgirder bridge of huaqiang interchange ramp A (in Chinese);Yang;Bridge Construct,2003

4. Rio-niteroi bridge: thermal field studies;Ostapenko;Transp Res Rec,1976

5. Temperature variations in concrete bridges;Elbadry;J Struct Eng,1983

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1. A machine learning approach for identifying vertical temperature gradient in steel-concrete composite beam under solar radiation;Advances in Engineering Software;2024-10

2. The thermal responses of composite box girder bridges with corrugated steel webs under solar radiation;Advances in Structural Engineering;2024-09-04

3. The analysis for fatigue caused by vibration of railway composite beam considering time-dependent effect;Advances in Bridge Engineering;2024-08-21

4. Study on the Hydration Heat Effect and Pipe Cooling System of a Mass Concrete Pile Cap;Buildings;2024-08-05

5. Long-term deformation monitoring of a steel-truss arch bridge using PSI technique refined by temperature field analysis;Engineering Structures;2024-07

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