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Nonlinear analysis of prestressed concrete cable-stayed bridges with long span under construction state

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成果类型:
期刊论文、会议论文
作者:
Liu, Yun*;Wei, Chenglong;Yan, Donghuang;Liu, Xiaoyan
通讯作者:
Liu, Yun
作者机构:
[Liu, Xiaoyan; Liu, Yun; Yan, Donghuang] Changsha Univ Sci & Technol, Changsha 410076, Hunan, Peoples R China.
通讯机构:
[Liu, Yun] C
Changsha Univ Sci & Technol, Changsha 410076, Hunan, Peoples R China.
语种:
英文
关键词:
PC cable-stayed bridge;Construction simulation;Geometrical nonlinear;ANSYS
期刊:
EVALUATION, INSPECTION AND MONITORING OF STRUCTURAL INTEGRITY
年:
2008
页码:
95-98
会议名称:
Fracture Mechanics and Applications 2008(国际断裂力学2008年年会)(FM2008)
会议论文集名称:
Fracture Mechanics and Applications 2008(国际断裂力学2008年年会)(FM2008)论文集
会议时间:
2008-10-31
会议地点:
杭州
会议赞助商:
华东理工大学<&wdkj&>长沙理工大学<&wdkj&>南京工业大学<&wdkj&>浙江大学<&wdkj&>浙江工业大学
机构署名:
本校为第一且通讯机构
摘要:
Using the development tool APDI, language and element capability of birth and death in ANSYS, the construction state of Jingzhou bridge is simulated in the paper. Two stages, the longest single-cantilever and twin-cantilever, are selected to analysize the individual influence of different sources of nonlinear factors (the large deflection, beam-column and cable sag effects). Results show that the coupled effect of three geometrical nonlinear factors is not the simple sum of individual factors, which should be considered comprehensively. The nonlinear contribution by large deflection is the mos...

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