随机荷载作用下刚性路面动态响应研究

张献民,胡鹏

振动与冲击 ›› 2015, Vol. 34 ›› Issue (19) : 126-130.

PDF(1906 KB)
PDF(1906 KB)
振动与冲击 ›› 2015, Vol. 34 ›› Issue (19) : 126-130.
论文

随机荷载作用下刚性路面动态响应研究

  • 张献民,胡鹏
作者信息 +

Dynamic response of rigid pavement under random load#br#

  • ZHANG Xian-min,   HU Peng
Author information +
文章历史 +

摘要

为了研究车辆随机荷载作用下刚性路面的动态响应,基于ANSYS软件,应用1/4车辆模型,得出其在路面不平度激励下的随机荷载,简化了荷载的求解,建立了路面三维有限元模型,讨论了在随机荷载作用下结构层参数对路面动位移幅值及面层层底拉应力幅值的影响规律。结果表明,面层厚度和土基模量对路面动位移幅值影响最大,当面层厚度超过30cm、土基模量超过60MPa时,继续增大以上结构层参数路面动位移幅值不再有明显减少;当土基模量小于60MPa继续减少时,要实现路面动位移幅值的不变,需要增加的面层厚度幅度逐渐变大;面层模量及厚度对面层层底拉应力幅值影响最大

Abstract

In order to study the dynamic response of rigid pavement under the vehcle random load ,a random load excited by pavement surface roughness was obtained with the application of 1/4 vehicle model using ANSYS, which simplified the solution of load. Then a 3D finite element model of pavement is established to discuss the influences of structural parameters on maximum dynamic displacement and maximum bottom tensile stress of the surface layer. The calculated results indicate, subgrade modulus and surface layer thickness have significant effects on maximum dynamic displacement, when surface layer thickness is more than 30 cm, subgrade modulus is more than 60 MPa, continue to increase the above parameters the maximum dynamic displacement does not decrease obviously; when subgrade modulus is less than 60 MPa , it needs a greatly increase of surface layer thickness to obtain a same maximum dynamic displacement caused by the reduce of subgrade modulus; For the maximum tensile stress of the surface layer, the surface layer modulus and thickness influence most.
 

关键词

道路工程 / 刚性路面 / 三维有限元 / 结构层参数 / 随机荷载 / 动位移幅值 / 层底拉应力幅值

Key words

road engineering / rigid pavement / 3D finite element / structural parameters / random load / maximum dynamic displacement / maximum bottom tensile stress

引用本文

导出引用
张献民,胡鹏. 随机荷载作用下刚性路面动态响应研究[J]. 振动与冲击, 2015, 34(19): 126-130
ZHANG Xian-min, HU Peng. Dynamic response of rigid pavement under random load#br#[J]. Journal of Vibration and Shock, 2015, 34(19): 126-130

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