移动荷载下简支梁桥3种车桥耦合模型研究
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U418

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Numerical Simulation Analysis on Temperature Field for Tianshan-Xinjiang Highway Tympanites Roadbed
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    摘要:

    依据振动理论和欧拉-贝努利梁假设,推导了简支梁在移动车轮加簧上质量模型、四分之一车模型和二分之一车模型3种不同车辆模型与桥梁系统竖向振动微分方程.采用模态叠加的离散化方法,将偏微分方程转化为变系数常微分方程,并将微分方程数值积分的Runge-kuntta方法引入到该时变系统的振动响应中来.结果表明,3种车辆模型都可以反映出移动荷载作用下车桥耦合振动的总体规律,但考虑车体刚度的影响更能体现车桥耦合振动的真实性.

    Abstract:

    The diversity of temperature is an important factor for tympanites to occur in highway roadbed.The physical model and calculating model of temperature field are founded according to the founded controlling equation in this paper. By simulating the changing progress of climate features,the temperature field of roadbed in permafrost region in different season is got.The variations of temperature field with time indicate the variations of freezing front-surface.Then,some results are got by analyzing the diversity of temperature of key points. The last,the technology assumption of effectively controlling tympanites which combines replacing part frozen soil and resisting highway tympanites structure is brought up.It has significant senses for further research of tympanites' controlling technology.

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桂水荣; 陈水生; 许士强.移动荷载下简支梁桥3种车桥耦合模型研究[J].华东交通大学学报,2007,24(1):35-39.
. Numerical Simulation Analysis on Temperature Field for Tianshan-Xinjiang Highway Tympanites Roadbed[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2007,24(1):35-39

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  • 收稿日期:2006-06-15
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