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Temperature Sensitivity Analysis of Large span PC Concrete Box-Girder Bridge

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成果类型:
期刊论文、会议论文
作者:
He Guojing*;Lu Jie;Yi Jin
通讯作者:
He Guojing
作者机构:
[Yi Jin; He Guojing; Lu Jie] Cent South Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China.
通讯机构:
[He Guojing] C
Cent South Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China.
语种:
英文
关键词:
Concrete box-girder bridge;The overall heating and cooling;Temperature gradient;Thermal stress;Sensitivity
期刊:
Applied Mechanics and Materials
ISSN:
1660-9336
年:
2013
卷:
291-294
页码:
1060-1063
会议名称:
International Conference on Sustainable Energy and Environmental Engineering (ICSEEE 2012)
会议论文集名称:
Applied Mechanics and Materials
会议时间:
DEC 29-30, 2012
会议地点:
Guangzhou, PEOPLES R CHINA
会议主办单位:
[He Guojing;Lu Jie;Yi Jin] Cent South Univ Forestry & Technol, Coll Civil Engn & Mech, Changsha 410004, Hunan, Peoples R China.
会议赞助商:
Guangdong Univ Business Studies
主编:
Tang, X Chen, X Dong, Y Wei, X Yang, Q
出版地:
LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
出版者:
TRANS TECH PUBLICATIONS LTD
ISBN:
978-3-03785-634-5
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
Setting in the youshui Bridge Project and referring to the stipulation on the temperature gradient in current code, this aims to investigate the effects on the stress condition of concrete box-girder bridges caused by the overall heating, cooling or standard temperature changes. The process was carried out by virtue of the general finite element analysis software-MIDAS/CIVIL. The result showed that temperature would greatly affect the structural behavior of a bridge, in particular that the stress condition of the top plate is sensitive to temperature changes. It was therefore suggested that cl...

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