Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/77884
Title: Numerical simulation of temperature induced structural static responses for long-span suspension bridge
Authors: Chen, L
Deng, J
Zhou, L
Xia, Y 
Keywords: Finite element
Long-span suspension bridges
Structural static responses
Temperature effects
Issue Date: 2017
Publisher: Elsevier
Source: Procedia engineering, 2017, v. 210, p. 246-252 How to cite?
Journal: Procedia engineering 
Abstract: Temperature effect is one of the most significant and negative effects on bridges, even worse for long-span bridges. In this study, numerical simulation method of temperature induced structural static responses for long-span suspension bridge is investigated. The finite element (FE) models for transient thermal and structural analysis of a long-span suspension are developed, respectively. The thermal boundary conditions are calculated and applied on the thermal FE models for thermal analysis to obtain the variations and distributions of structural temperatures. Then, structural temperatures are loaded on the structural FE models for structural analysis to obtain the structural static responses such as vertical displacements, inclinations and strains. The results are compared with the field measurements to verify the validity and efficiency of this method. The method can provide a feasible and efficient way for analysis and assessment of the temperature effects on long-span suspension bridges.
Description: 6th International Workshop on Performance, Protection & Strengthening of Structures under Extreme Loading, PROTECT 2017, Guangzhou, China, 11-12 Dec 2017
URI: http://hdl.handle.net/10397/77884
EISSN: 1877-7058
DOI: 10.1016/j.proeng.2017.11.073
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