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Calculation and analysis of transverse temperature stress for concrete box girder

SHAO Xu dong 1, LI Li feng 1, BAO Wei gang 2 (1 Hunan University,Changsha 410082,China;2 Highway Planning and Design Institute of China Communications Engineering Group,Beijing 100010,China)  
Refering to different rules on temperature gradient in five specifications,the paper calculates transverse stresses of temperature change for concrete box girders of three bridge types,as well as makes an analysis of temperature sensitivity.The results indicate that temperature effect is one of important reasons causing the bridge deck crack.
【CateGory Index】: U441
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