华南理工大学学报(自然科学版) ›› 2014, Vol. 42 ›› Issue (4): 70-76.doi: 10.3969/j.issn.1000-565X.2014.04.011

• 力学 • 上一篇    下一篇

基于车辆动态测重系统监测数据的公路桥梁随机载荷谱

王海洋1 黃培彦1,2† 李政伟1 胡旭利1   

  1. 1.华南理工大学 土木与交通学院,广东 广州 510640; 2.华南理工大学 亚热带建筑科学国家重点实验室,广东 广州 510640
  • 收稿日期:2013-09-23 修回日期:2014-01-13 出版日期:2014-04-25 发布日期:2014-03-03
  • 通信作者: 黄培彦(1952-),男,教授,博士生导师,主要从事疲劳与断裂、桥梁结构耐久性研究. E-mail:pyhuang@scut.edu.cn
  • 作者简介:王海洋(1977-),男,博士,高级工程师,主要从事桥梁评估与加固技术研究.E-mail:bluewrong@qq.com
  • 基金资助:

    国家自然科学基金重点资助项目(11132004, 51078145)

Random Vehicle Load Spectrum of Highway Bridges Based on Monitoring Data Obtained by Weigh- in- Motion System

Wang Hai- yang1 Huang Pei- yan1,2 Li Zheng- wei1 Hu Xu- li1   

  1. 1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China;2.State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,Guangdong,China
  • Received:2013-09-23 Revised:2014-01-13 Online:2014-04-25 Published:2014-03-03
  • Contact: 黄培彦(1952-),男,教授,博士生导师,主要从事疲劳与断裂、桥梁结构耐久性研究. E-mail:pyhuang@scut.edu.cn
  • About author:王海洋(1977-),男,博士,高级工程师,主要从事桥梁评估与加固技术研究.E-mail:bluewrong@qq.com
  • Supported by:

    国家自然科学基金重点资助项目(11132004, 51078145)

摘要: 根据广州某高速公路设置的车辆动态测重系统获取的车辆荷载信息,包括所在车道、 车型( 车轴数) 、轴重、总重、车速和通过时刻等数据,对车流中车辆间距的时变特征进行了分析; 根据分析结果,就实际车流荷载对桥梁结构的作用进行了简化; 通过引入荷载横向分布的概念,将车辆随机载荷从二维问题转化为一维问题,由此模拟得到了桥梁跨中弯矩的应力- 时间历程.利用该历程数据,提出了一种公路桥梁随机载荷谱的模拟和编制方法,并得到了可用于疲劳实验的随机载荷谱( 实验谱) .与现有的公路桥梁车辆载荷谱的模拟和编制方法相比,采用文中方法所模拟和编制的随机载荷谱更接近桥梁的实际工作状态.

关键词: 车辆动态测重系统, 随机载荷谱, 应力- 时间历程, 荷载横向分布

Abstract:

According to the vehicle loading data collected by the weigh- in- motion system installed on a certain sec-tion of a highway in Guangzhou,including the lane,the motorcycle type,the axle load,the total weight,the velo-city and the vehicle transit time,the time- varying characteristics of vehicle spacing in vehicle flow are analyzed.Then,according to the analysis results,the effect of vehicle load on the bridge is simplified,and,by introducingthe concept of transverse load distribution,the 2D problem of random vehicle load is converted into a 1D one,which helps successfully obtain the stress- time process of the mid- span bending moment of the bridge.By using thestress- time data,a simulation method to obtain the random load spectrum of a highway bridge is proposed,and arandom load spectrum for random fatigue tests (experimental spectrum) is finally compiled.As compared with theexisting simulation method,the proposed method is more effective because it helps to simulate and compile the ran-dom load spectrum that accords better with the actual working conditions of the bridge.

Key words: weigh- in- motion system, random load spectrum, stress- time process, transverse load distribution