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THE FATIGUE BEHAVIOR OF WEB UNDER BENDING-SHEAR OF CONCRETE BOX GIRDER BRIDGE

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成果类型:
会议论文
作者:
Yuan, Ming*;Huang, Lian;Yan, Donghuang;Zhu, Kun
通讯作者:
Yuan, Ming
作者机构:
[Yuan, Ming; Huang, Lian; Yan, Donghuang; Zhu, Kun] Changsha Univ Sci & Technol, Changsha 410114, Hunan, Peoples R China.
通讯机构:
[Yuan, Ming] C
Changsha Univ Sci & Technol, Changsha 410114, Hunan, Peoples R China.
语种:
英文
关键词:
concrete box girder;vehicle load spectrum;equivalent principal tensile stress amplitude;fatigue life
期刊:
Fundamental Research in Structural Engineering: Retrospective and Prospective, Vols 1 and 2
年:
2016
页码:
1534-1539
会议名称:
The 14th International Symposium on Structural Engineering(第14届结构工程国际研讨会)
会议论文集名称:
The 14th International Symposium on Structural Engineering(第14届结构工程国际研讨会)论文集
会议时间:
2016-10-12
会议地点:
北京
会议主办单位:
[Yuan, Ming;Huang, Lian;Yan, Donghuang;Zhu, Kun] Changsha Univ Sci & Technol, Changsha 410114, Hunan, Peoples R China.
会议赞助商:
国家自然科学基金委员会
主编:
Yang, Q Yang, Y Ru, J
出版地:
16 DONGHUANGCHENGGEN NORTH ST, BEIJING 100707, PEOPLES R CHINA
出版者:
SCIENCE PRESS BEIJING
ISBN:
978-7-03-050125-7
机构署名:
本校为第一且通讯机构
摘要:
Under the bending-shear condition, the diagonal crack of web will appear in concrete box-girder bridge when principal tensile stress of tensile-shear zone concrete exceeds principal stress limit value. The overall objective of this study is to develop a calculated method for the fatigue behavior of web under bending-shear of concrete box-girder bridge. First, some basic conceptions and calculation methods of concrete fatigue theory are introduced. Next, the time-history curves of bending moment, shear force and principal tensile stress in typical section have been achieved. Then the effects of...

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