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东莞理工学校人行通道涵承载力试验分析
引用本文:曹勇.东莞理工学校人行通道涵承载力试验分析[J].广东公路交通,2010(2):51-54.
作者姓名:曹勇
作者单位:广东交通集团检测中心,广州,510550
摘    要:介绍了东莞理工学校人行通道涵静动载试验。借助桥梁专用有限元计算分析软件Midas/Civil对该通道涵进行仿真分析,将试验实测值与理论分析计算值相比较,据此来评定该通道涵的承载力性能。

关 键 词:静动载试验  承载能力  有限元

Analysis on Testing in Bearing Capacity of the Pedestrian Culvert in Dongguan Institute and Technology School
CAO Yong.Analysis on Testing in Bearing Capacity of the Pedestrian Culvert in Dongguan Institute and Technology School[J].Guangdong Highway Communications,2010(2):51-54.
Authors:CAO Yong
Institution:CAO Yong(Guangdong Communications Group Testing Centre,Guangzhou 510550,China)
Abstract:In this paper,the static and dynamic load test for the pedestrian culvert in Dongguan Institute and Technology School has been introduced.With the help of FEM(Finite Element Method) software Midas/ Civil,which is especially applied for the bridge,the simulated model of the pedestrian culvert is built.We compared the test result with the theory calculation,which could be used for verifying the bearing capacity of the pedestrian culvert.
Keywords:static and dynamic load test  bearing capacity  FEM
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