DocumentCode :
2466593
Title :
The whole course analysis on thermal and structural response of concrete bridge in fire
Author :
Zhang, Jianke ; Ding, Yong ; Chen, Weiqi ; Yao, Zhikun ; Zhou, Liping
Author_Institution :
Dept. of Civil Eng., Ningbo Univ., Ningbo, China
fYear :
2011
fDate :
24-26 June 2011
Firstpage :
5595
Lastpage :
5598
Abstract :
High temperature in fire have serious influences on the thermal deformation and stress in reinforced concrete structure, and leads to damage or overall collapse of structure. To explore the behavior of reinforced concrete bridge in fire, a thermal and structural analysis using finite element method is presented. The transient temperature field, thermal deformation and stress in structure are simulated. The damage criterion of reinforced concrete bridge in fire is discussed. These information supply the basis for fire resistance of concrete bridge design.
Keywords :
bridges (structures); finite element analysis; fires; reinforced concrete; structural engineering; finite element method; fire; reinforced concrete bridge; reinforced concrete structure; structural analysis; structural response; thermal analysis; thermal deformation; thermal response; Bridges; Concrete; Finite element methods; Fires; Thermal analysis; Thermal engineering; Thermal stresses; concrete bridge; finite element method; thermal-structural analysis; whole course;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Remote Sensing, Environment and Transportation Engineering (RSETE), 2011 International Conference on
Conference_Location :
Nanjing
Print_ISBN :
978-1-4244-9172-8
Type :
conf
DOI :
10.1109/RSETE.2011.5965620
Filename :
5965620
Link To Document :
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