摘要
针对动态车辆超载检测,基于微加速度传感器建立了一种新型的高速动态超载检测方法.桥梁采用简支梁模型,车/桥相互作用模型化为两个具有固定间距点力匀速通过桥面,系统分析了两点力情况的桥梁振动,建立了两点力情况下桥梁振动与力的函数方程,从而奠定了基于微加速度传感器的实际车辆超载检测的理论基础.同时利用先进微传感器搭建了高速超载车检测试验平台,进行了传感器安装位置选择的研究.理论仿真和试验结果证明,该方法可以较准确地进行高速动态超载车辆的检测.
This paper provided a new high speed weigh-in motion method based on micro acceleration sen sors. The deck is modeled as a simply supported beam and the vehicle/bridge interaction force is modeled as two-points loads with fixed axle spacing, moving at constant speed. It analyzes the bridge vibration and obtains the vibration/force equation under two-forces; establishes the theory of the weigh-in-motion based on the micro acceleration sensors. Advanced micro acceleration sensors are used to build the high speed weigh-in-motion experimental platform, and the selection of sensors installation location is studied. The results of simulation and experiments show the identification method is effective.
出处
《上海交通大学学报》
EI
CAS
CSCD
北大核心
2006年第11期1929-1934,共6页
Journal of Shanghai Jiaotong University
基金
上海市科技发展基金资助项目(035115003)
关键词
动态称量
加速传感器
位移
weigh-in-motion(WIM)
acceleration sensor
deflection