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泼河大桥结构静力承载性能有限元分析
引用本文:戴本良. 泼河大桥结构静力承载性能有限元分析[J]. 交通标准化, 2008, 0(4): 106-109. DOI: 10.3869/j.issn.1002-4786.2008.04.019
作者姓名:戴本良
作者单位:河南省交通规划勘察设计院,河南,郑州,450052
摘    要:波形钢腹板PC组合箱梁是新型的桥梁结构型式,结合国内首座装配式波形钢腹板PC连续箱梁桥,采用通用有限元软件对其力学特性进行深入的分析,并通过桥梁静载试验进行验证,可为同类结构桥梁的计算分析提供参考和依据。

关 键 词:波形钢腹板  PC组合箱粱  有限元分析
文章编号:1002-4786(2008)04-0106-04
修稿时间:2007-11-23

Finite Elements Analysis of Static Performance and Bearing Capacity of Bohe Bridge Structure
DAI Ben-liang. Finite Elements Analysis of Static Performance and Bearing Capacity of Bohe Bridge Structure[J]. Communications Standardization, 2008, 0(4): 106-109. DOI: 10.3869/j.issn.1002-4786.2008.04.019
Authors:DAI Ben-liang
Affiliation:DAI Ben-liang (Henan Provincial Communications Planning Survey & Design Institute, Zhengzhou 450052, China)
Abstract:PC combining trunk girder bridge with waving steel celiac board is a new type of bridge structure. A thorough analysisi is conducted through finite elements software, integrating the first prefabricated PC combining trunk girder bridge with waving steel celiac board. A bridge static load test is used to verify. It can provide reference for computational analysis of the same kind of structure.
Keywords:waving steel celiac board  PC combining trunk girder  finite elements analysis
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