摘要
为了研究移动常载荷与谐波载荷作用下刚性路面的动态应变响应,把路面视为弹性地基上的无限大薄板,利用三维Fourier变换在时间与空间变换域内建立移动载荷的公式,分析了粘滞阻尼、车速、载荷大小对应变响应的影响。采用5个混凝土埋入式应变传感器,建立实验环境,进行路面应变响应测量,并对测量结果和仿真结果进行了比较。比较结果表明:车速与阻尼对上述两种载荷作用下板的应变响应影响较大,移动谐波载荷作用下刚性路面动态应变比常载荷产生的应变响应要大,移动谐波载荷作用下的响应稍大于实测结果。
In order to investigate the dynamic strain responses of rigid pavements subjected to moving constant load and harmonic variation load,pavement was regarded as a plate with infinite extent on a viscoelastic foundation,formulations of moving loads were developed in time-space transform domain by using triple Fourier transform,and the effects of viscous damping,vehicle speed and load on the strain were studied.Experiment environment was simulated by using five embedded strain sensors,pavement dynamic strain response was measured,and measure result was compared with simulation result.Comparison result shows that the responses of rigid pavement to vehicle velocity and viscous damping are larger,the response induced by constant load is less than the response induced by harmonic load,and the response induced by harmonic load is a little larger than experimental result.1 tab,11 figs,10 refs.
出处
《交通运输工程学报》
EI
CSCD
北大核心
2007年第4期48-53,共6页
Journal of Traffic and Transportation Engineering
基金
黑龙江省交通基金项目(HJZ-2004-12)
关键词
路面工程
刚性路面
移动车载
动态应变响应
傅立叶变换
pavement engineering
rigid pavement
moving vehicle loads
dynamic strain response
Fourier transform
