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行车荷载作用下路基附加应力动态分析
引用本文:梁毅超,杨戈,钱劲松.行车荷载作用下路基附加应力动态分析[J].城市道桥与防洪,2012(12):159-161,15.
作者姓名:梁毅超  杨戈  钱劲松
作者单位:同济大学道路与交通工程教育部重点试验室
摘    要:该文在考虑材料动态参数基础上,借助ABAQUS通用有限元软件,建立三维有限元模型,采用动态分析的手段,计算了不同车速下路基竖向附加应力,并与静态分析结果进行了对比。结果表明,采用材料动态参数下,路基内部及顶面竖向应力动态分析值分别高出静载下计算值8%与10%;低车速下路基竖向附加应力偏高;动态分析时间点的选取对附加应力值影响显著。

关 键 词:路基  竖向应力  动态荷载  动态模量  有限元

Dynamic Analysis of Additional Stress in Roadbed under Traffic Load
Liang Yichao,Yang Ge,Qian Jinsong.Dynamic Analysis of Additional Stress in Roadbed under Traffic Load[J].Urban Roads Bridges & Flood Control,2012(12):159-161,15.
Authors:Liang Yichao  Yang Ge  Qian Jinsong
Institution:Liang Yichao,Yang Ge,Qian Jinsong
Abstract:On the basis of considering the dynamic parameters of material,the article sets up 3D finite element model by the common finite element software of ABAQUS,and computes the additional vertical stresses of roadbed under the different vehicle speeds by the dynamic analysis means and compares the stresses with the static analysis result.The results show that interior and top vertical stress dynamic analysis values of roadbed by using the dynamic parameters of materials are separately 8% and 10% higher than the static load,the additional vertical stress of roadbed is slightly higher under the low vehicle speed,and the different time points of dynamic analysis obviously affect the additional stress value..
Keywords:roadbed  vertical stress  dynamic load  dynamic modulus  finite element
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