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Vibration monitoring of bridges

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Traditional visual inspection tools, which are typically carried out annually, can only detect obvious damages like disruption, cracks or rust on the surface of bridges. Advanced non-destructive and destructive inspection tools are usually applied when visual inspection can’t provide sufficient information. Besides these techniques engineering surveyors can conduct geometric deformation analysis that provides additional information for damage detection of structures. The implementation of appropriate methods for data acquisition and analysis to detect changes to the material, geometric and dynamic characteristics of structures is summarised under the term Structural Health Monitoring (SHM). The essential idea of SHM is to determine a normal behaviour of undamaged structures and to obtain qualitative conclusions from changes of this behaviour related to the current health status. Information about changes within the dynamic characteristics of structures can be detected by applying accelerometers, which are a component of Ambient Vibration Methods (AVM) as an integral part of SHM. Analysis of acceleration measurements can derive natural frequencies that depend on weight, material, stress and strain as well as the geometry of the object. Hence this data can be used to derive additional information about the capacity and condition of a structure. In this paper we present a measurement system based on low-cost accelerometers that nevertheless performs measurements with high accuracy. This autonomously operatable device features a memory card slot, an internal battery, a waterproof housing and temperature resistant components. Additionally real time data transfer can be obtained via wireless LAN or USB connection to a computer. All necessary steps of data acquisition, processing and interpretation of vibration monitoring will be presented on a practical example.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
331--340
Opis fizyczny
Bibliogr. 24 poz., rys., wykr.
Twórcy
autor
  • Technische Universität Berlin
autor
  • Beuth Hochschule für Technik, Berlin
autor
  • Technische Universität Berlin
autor
  • Beuth Hochschule für Technik, Berlin
Bibliografia
  • Carden, E. P., and P. Fanning (2004): Vibration Based Condition Monitoring: A Review, Structural Health Monitoring, 3(4), 355–377.
  • Curadelli, R., J. Riera, D. Ambrosini, and M. Amani (2008): Damage detection by means of structural damping identification, Engineering Structures, 30(12), 3497–3504.
  • Duffy, M. A., C. Hill, C. Whitaker, A. Chrzanowski, J. Lutes, and G. Bastin (2001): An automated and integrated monitoring program for Diamond Valley Lake in California, The 10th FIG International Symposium on Deformation Measurements, 19-22 March 2001.
  • Foppe, K. (2006): Permanent Automatic Monitoring of Historical Ecclesiastical Architecture. In: H. Kahmen and A. Chrzanowski (eds.), Proc. 3rd IAG Symp. Geodesy for Geotechnical and Structural Engineering/12th FIG Symposium on Deformation Measurements, 29 -31 May 2006.
  • Fujino, Y., D. M. Siringoringo, T. Nagayama, and D. Su (2010): Control, simulation and monitoring of bridge vibration – Japan’s recent development and practice, IABSE-JSCE Joint Conference on Advances in Bridge Engineering-II, 61–74, 8-10 August 2010.
  • Jang, W., W. Healy, and M. Skibniewski (2008): Wireless sensor networks as part of a webbased building environmental monitoring system, Automation in Construction, 17(6), 729–736.
  • Kim, J., J. Park, and B. Lee (2007a): Vibration-based damage monitoring in model plate-girder bridges under uncertain temperature conditions, Engineering Structures, 29(7), 1354–1365.
  • Kim, S., S. N. Pakzad, D. Culler, J. W. Demmel, G. L. Fenves, S. D. Glaser, and M. Turon (2007b): Health Monitoring of Civil Infrastructures Using Wireless Sensor Networks. In: The Proceedings of the 6th International Conference on Information Processing in Sensor Networks (IPSN '07), 254–263, ACM Press.
  • Kuras, P. (2009): Examination of engineering construction kinematics using RTK GPS, Reports on Geodesy, No.2(87), 2009, Warsaw University of Technology, 201-207.
  • Kuras, P., Owerko, T., Strach, M. (2009): Application of interferometric radar to examination of engineering objects vibration, Reports on Geodesy, No. 2(87), 2009, Warsaw University of Technology, 209-216.
  • Lynch, J. P., Y. Wang, K. J. Loh, J.-H. Yi, and C.-B. Yun (2006): Performance monitoring of the Geumdang Bridge using a dense network of high-resolution wireless sensors, Smart Materials and Structures, 15(6), 1561–1575.
  • Masri, S. F., L.-H. Sheng, J. P. Caffrey, R. L. Nigbor, M. Wahbeh, and A. M. Abdel-Ghaffar (2004): Application of a Web-enabled real-time structural health monitoring system for civil infrastructure systems, Smart Materials and Structures, 13(6), 1269–1283.
  • Meng, X., G. Roberts, A. H. Dodson, M. Andreotti, E. Cosser, and M. Meo (2004): Development of a Prototype Remote Structural Health Monitoring System (RSHMS), 1st FIG International Symposium on Engineering Surveys for Construction Works and Structural Engineering, Nottingham, United Kingdom, 28 June – 1 July 2004.
  • Neitzel, F., T. Schwanebeck, and W. Schwarz (2007): Zur Genauigkeit von Schwingwegmessungen mit Hilfe von Beschleunigungs- und Geschwindigkeitssensoren (On the accuracy of displacement measurements using acceleration and velocity sensors), AVN - Allgemeine Vermessungs-Nachrichten, 114(6), 202–211.
  • Resnik B. (2010): Realisierung und Analyse von Schwingungsmessungen in Rahmen des Monitorings am Beispiel eines Brückenwerkes in Armenien (Implementation and analysis of vibration measurements within the framework of Monitoring exemplified on a bridge in Armenia), AVN-Allgemeine Vermessungs-Nachrichten, Heft 2, Heidelberg, 2010, 227– 232.
  • Resnik, B. and Gerstenberg, J. (2011): Entwicklung eines Messsystems für Schwingungsmessungenim Rahmen des geodätischen Monitorings (Development of a measurement system for vibration measurements in the framework of geodetic monitoring). In: Grimm-Pitzinger and Weinold (eds.), 16. Internationale Geodätische Woche Obergurgl, Wichmann Verlag, Heidelberg, 2011. 221-226.
  • Roberts, G., X. Meng, and A. H. Dodson (2001): The use of kinematic GPS and triaxial accelerometers to monitor the deflections of large bridges, The 10th FIG International Symposium on Deformation Measurements, 268–275.
  • Skourtis, C., F. Stremmenos, S. Pytharouli, V. Kontogianni, A. Nickitopoulou, P. Psimouli, and S. Stiros (2004): Long-term Geodetic Monitoring of Two Dams in Western Greece, 1st FIG International Symposium on Engineering Surveys for Construction Works and Structural Engineering, Nottingham, United Kingdom, 28 June – 1 July 2004.
  • Wang, Y., K. J. Loh, J. P. Lynch, M. Fraser, K. Law, and A. Elgamal (2006): Vibration Monitoring of the Voigt Bridge using Wired and Wireless Monitoring Systems, The Proceeding of 4th China-Japan-US Symposium on Structural Control and Monitoring, Zhejiang, China, 16 -17 October 2006.
  • Welch, P. D. (1967): The Use of Fast Fourier Transform for the Estimation of Power Spectra: A Method Based on Time Averaging Over Short, Modified Periodograms, in IEEE Transactions on Audio Electroacoustics, Volume AU-15, 70–73.
  • Wenzel, H. (2009): Health Monitoring of Bridges, Wiley, Chichester.
  • Wenzel, H., and D. Pichler (2005): Ambient Vibration Monitoring, Wiley, Chichester.
  • Wild-Pfeiffer, F., Schäfer, B. (2011): MEMS-Sensoren, auch für die Geodäsie (MEMS – Sensors, also for geodesy), ZfV-Zeitschrift für Geodäsie, Geoinformation und Landmanagement, 136 (1/2011), 30-39.
  • Zhou, Z., L. D. Wegner, and B. F. Sparling (2010): Structural Health Monitoring of Precast Concrete Box Girders Using Selected Vibration-Based Damage Detection Methods, Advances in Civil Engineering, 2010, 1–22.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-db8e53bc-ee9e-45c3-adef-9f9c131fd02d
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