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