基于无线传感系统的斜拉桥索力测试与分析
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摘要
斜拉索是桥梁的重要构件,它的索力值大小是评估桥梁整体性能的重要指标。研制了基于ZIGBEE技术标准的桥梁索力检测的无线传感系统,给出了利用振动频谱法测定索力的原理,介绍了系统的总体结构及模块化设计,进行了斜拉桥模型和现场斜拉桥的索力测试实验。实验表明,所开发的无线传感系统能够准确地进行索力值检测,从而为桥梁的安全性能评估提供了保障,具有简便实用、布设快捷等特点,具有较好的应用前景。
The stay-cable is the important component of the cable-stayed bridge.Its cable force is an important indicator for assessing the overall performance of the bridge.Wireless sensor system of detecting bridge cable force based on ZIGBEE technology was developed in this paper,which describes the principle for cable force detection using vibration method and the overall structure of the system.Then the experiments about cable-stayed bridge model and real bridge were carried out.Experiments show that the wireless sensor system can accurately measure the cable force,so it can provide a quick and reliable solution for the cable force detection and has a good application prospects.
The stay-cable is the important component of the cable-stayed bridge.Its cable force is an important indicator for assessing the overall performance of the bridge.Wireless sensor system of detecting bridge cable force based on ZIGBEE technology was developed in this paper,which describes the principle for cable force detection using vibration method and the overall structure of the system.Then the experiments about cable-stayed bridge model and real bridge were carried out.Experiments show that the wireless sensor system can accurately measure the cable force,so it can provide a quick and reliable solution for the cable force detection and has a good application prospects.
引文
[1]郑灿.基于频率法的索力测试方法及索的损伤研究[D].浙江:浙江大学结构工程,2008:1-3.
[2]王朝华,李国蔚,何祖发,等.斜拉桥索力测量的影响因素分析[J].世界桥梁,2004(3):64-67.
[3]刘志军,陈国平,党志杰.检测斜拉索张力的振动法及其应用[J].南京航天航空大学学报,2006,38(5):609-6121.
[4]石春香,李胡生,林立.考虑刚度及边界条件的短索索力求解与试验研究[J].地震工程与工程振动,2010,30(2):86-911.
[5]陈刚,任伟新.基于环境振动的斜拉桥拉索基频识别[J].地震工程与工程振动,2003,23(3):100-106.
[6]Kim B H,Park T.Estimation of Cable Tension Force Using theFrequency-Based System Identification Method[J].Journal ofSound and Vibration,2007,304:660-676.
[7]Yu Yan,Ou Jinping,Zhang Jun,et al.Development of WirelessMEMS Inclination Sensor System for Swing Monitoring of LargeScale Hook Structures[J].IEEE Transactions on IndustrialElectronics,2009,56(4):1072-1078.
[8]喻言,欧进萍.海洋平台结构振动监测的无线传感实验研究[J].哈尔滨工业大学学报,2007,39(2):187-190.
[9]常超,鲜晓东,胡颖.基于WSN的精准农业远程环境监测系统设计[J].传感技术学报,2011,24(6):880-882.
[10]Yu Yan,Zhao Xuefeng,Wang Yang,et al.A Study on PVDF SensorUsing Wireless Experimental System for Bridge Structural LocalMonitoring[J].Journal of Telecommunication Systems,2011.
[11]曹建福,金枫.大型装备状态监测无线传感器网络的研究[J].传感技术学报,2011,24(4):571-574.
[12]侯立群,欧进萍,赵雪峰,等.哈尔滨四方台斜拉桥模态参数和索力识别[J].振动与冲击,2009,28(5):107-109.
[13]朱庆,王忠,周旋.一种基于拟牛顿法的AR模型参数估计[J].电子测量技术,2007,11(30):43-45.
[14]Marple S L.A New Autoregressive Spectrum Analysis Algorithm[J].IEEE Transactions on Acoustics,Speech and SignalProcession,1980,28(4):441-454.
[15]陈怀琛,吴大正.MATLAB及在电子信息课程中的应用[M].2版.北京:电子工业出版社,2004.
[16]Hua X,Ni Y,Chen Z,et al.Structural Damage Detection of Cable-Stayed Bridges Using Changes in Cable Forces and Model Updating[J].J Struct Eng,,135(9):1093-1106.
[2]王朝华,李国蔚,何祖发,等.斜拉桥索力测量的影响因素分析[J].世界桥梁,2004(3):64-67.
[3]刘志军,陈国平,党志杰.检测斜拉索张力的振动法及其应用[J].南京航天航空大学学报,2006,38(5):609-6121.
[4]石春香,李胡生,林立.考虑刚度及边界条件的短索索力求解与试验研究[J].地震工程与工程振动,2010,30(2):86-911.
[5]陈刚,任伟新.基于环境振动的斜拉桥拉索基频识别[J].地震工程与工程振动,2003,23(3):100-106.
[6]Kim B H,Park T.Estimation of Cable Tension Force Using theFrequency-Based System Identification Method[J].Journal ofSound and Vibration,2007,304:660-676.
[7]Yu Yan,Ou Jinping,Zhang Jun,et al.Development of WirelessMEMS Inclination Sensor System for Swing Monitoring of LargeScale Hook Structures[J].IEEE Transactions on IndustrialElectronics,2009,56(4):1072-1078.
[8]喻言,欧进萍.海洋平台结构振动监测的无线传感实验研究[J].哈尔滨工业大学学报,2007,39(2):187-190.
[9]常超,鲜晓东,胡颖.基于WSN的精准农业远程环境监测系统设计[J].传感技术学报,2011,24(6):880-882.
[10]Yu Yan,Zhao Xuefeng,Wang Yang,et al.A Study on PVDF SensorUsing Wireless Experimental System for Bridge Structural LocalMonitoring[J].Journal of Telecommunication Systems,2011.
[11]曹建福,金枫.大型装备状态监测无线传感器网络的研究[J].传感技术学报,2011,24(4):571-574.
[12]侯立群,欧进萍,赵雪峰,等.哈尔滨四方台斜拉桥模态参数和索力识别[J].振动与冲击,2009,28(5):107-109.
[13]朱庆,王忠,周旋.一种基于拟牛顿法的AR模型参数估计[J].电子测量技术,2007,11(30):43-45.
[14]Marple S L.A New Autoregressive Spectrum Analysis Algorithm[J].IEEE Transactions on Acoustics,Speech and SignalProcession,1980,28(4):441-454.
[15]陈怀琛,吴大正.MATLAB及在电子信息课程中的应用[M].2版.北京:电子工业出版社,2004.
[16]Hua X,Ni Y,Chen Z,et al.Structural Damage Detection of Cable-Stayed Bridges Using Changes in Cable Forces and Model Updating[J].J Struct Eng,,135(9):1093-1106.
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