PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Problems of development of wireless sensors for experimental modal analysis

Treść / Zawartość
Identyfikatory
Warianty tytułu
PL
Problemy budowy i zastosowania sieci czujników bezprzewodowych w badaniach modalnych
Języki publikacji
EN
Abstrakty
EN
Experimental identification of structural dynamics properties of large civil engineering structures usually involves application of long signal cables during the experiment. Such cables are heavy, difficult to handle and to be laid by testing engineers, as well as they are often damaged during use. That is why recently more and more often wireless sensors have been applied in modal testing of large civil engineering structures. Authors tested application of Mica2 modules with TinyOS software for PC in measurement system. Possibility of application of GPS synchronisation of measurement of multiple MEMS accelerometers was also studied. Authors present a short description of results of testing of a prototype of the developed wireless vibration measurement system in laboratory and field. The indications for future improvement of the prototype system are discussed.
PL
Eksperymentalna identyfikacja dynamicznych własności strukturalnych budowli wymaga zwykle zastosowania długich przewodów sygnałowych. Takie przewody są ciężkie, kłopotliwe w przenoszeniu i układaniu oraz wrażliwe na powstawanie mechanicznych uszkodzeń w czasie użytkowania. Z tych powodów ostatnio coraz częściej w badaniach modalnych budowli są stosowane czujniki bezprzewodowe. Autorzy przetestowali zastosowanie modułów Mica2 oraz oprogramowania TinyOS dla komputera PC w systemie pomiarowym. Rozważyli także możliwość synchronizacji pomiaru przy pomocy wielu akcelerometrów MEMS z wykorzystaniem GPS. W pracy zaprezentowano opis wyników testowania zbudowanego prototypu bezprzewodowego systemu pomiaru parametrów drgań uzyskane w laboratorium i na rzeczywistym obiekcie. Wskazano kierunki doskonalenia zbudowanego prototypu systemu pomiarowego.
Czasopismo
Rocznik
Tom
Strony
49--58
Opis fizyczny
Bibliogr. 39 poz., rys., tab.
Twórcy
autor
autor
autor
  • AGH University of Science and Technology, Department of Robotics and Mechatronics, Al. Mickiewicza 30, 30-059 Kraków, lisowski@agh.edu.pl
Bibliografia
  • [1] Geradin M., Rixen D. Mechanical vibrations. Theory and application to structural dynamics. Wiley InterScience 1994.
  • [2] Natke H.G., Cempel C.: Model-Aided Diagnosis of Mechanical Systems. Springer 1997.
  • [3] Ewins D.J. Modal Testing: Theory and Practice. Research Studies Press Ltd. 1985.
  • [4] Heylen W., Lammens S., Sas P. Modal Analysis Theory and Testing. Katholieke Universiteit Leuven, Departement Werktuigkunde, Leuven 1997.
  • [5] Maia N., Silva J. (Ed.): Theoretical and Experimental Modal Analysis. Research Studies Press Ltd. 1997.
  • [6] www.elsa.jrc.it
  • [7] www.bre.co.uk
  • [8] Peeters B., Ventura C.: Comparative study of modal analysis techniques for bridge dynamics characteristics. Mechanical Systems and Signal Processing 2003; 17(5): 965-988.
  • [9] Richardson M. H.: Is it a mode shape or an operating deflection shape? Sound and Vibration. 1997; 54-61.
  • [10] Brincker R., Zhang L., Andersen P.: Modal identification from ambient responses using frequency domain decomposition. Proceedings of XVIII IMAC SEM USA. 2000; 625-630.
  • [11] Hermans L., Van der Auweraer H.: Modal Testing and Analysis of Structures under Operational Conditions. Mechanical Systems and Signal Processing. 1999; 13(2): 193-216.
  • [12] Basseville M., Benveniste A., Goursat M., Hermans L., Mevel L., Van der Auweraer H.: Output-only subspace-based structural identification: from theory to industrial testing practice. ASME Journal of Dynamic Systems, Measurement, and Control. 2001; 123: 668-676.
  • [13] Peeters B., Vecchio A., Van der Auweraer H.: PolyMAX modal parameter estimation from operational data. Proceedings of ISMA2004. 2004; 1049-1063.
  • [14] Parloo E., Cauberghe B., Benedettini F., Alaggio R., Guillaume P.: Sensitivity based operational mode shape normalization: application to a bridge. Mechanical Systems and Signal Proccesing. 2005; 19(1): 43-55.
  • [15] Wenzel H., Pichler D.: Ambient Vibration Monitoring. Wiley InterScience 2005.
  • [16] Tamura Y., Zhang L., Yoshida A., Cho K., Nakuta S., Naito S.: Ambient vibration testing and modal identification of an office building. Proceedings of XX IMAC SEM USA. 2002; 741-771.
  • [17] Magalhaes F., Caetano E., Cuhna A.: Operational modal analysis of the Braga Sports Stadium suspended roof. Proceedings of XXIV IMAC SEM USA. 2006; 318-327.
  • [18] Ta. N. N., Lardies J.: Modal analysis of stadium by time domain method. Proceedings of XXIV IMAC SEM USA. 2006; 99-108.
  • [19] Peeters B., Dameekens F., Magalhaes F., Van der Auweraer H., Caetano E., Cuhna A.: Multirun operational modal analysis of the Guardiana cable-stayed bridge. Proceedings of XXIV IMAC, SEM USA. 2006; 86-99.
  • [20] Peeters B., De Roeck G., Caetano E., Cuhna A.: Dynamic study of the Vasco da Gama Bridge. Proceedings of ISMA2002. 2002; K.U. Leuven; 545-553.
  • [21] Meo M., Zumpano G, Meng X., Cosser E., Roberts G., Dodson A.: Measurements of dynamic properties of a medium span suspension bridge by using the wavelet transforms. Mechanical Systems and Signal Proccesing. 2006; 20(5); 1112-1133.
  • [22] Chen S., Delatte N., Maini N., Helton D., Robinson C., Dunn A., Hawkins R. Modal testing of Palisade tunnel. Proceedings of XXI IMAC SEM USA. 2003; paper #227.
  • [23] Lisowski W., Uhl T.: Vibration testing of a turbomachinery foundation in operational conditions. Proceedings of 2nd International Conference on Identification in Engineering Systems. 1999; Univ. of Wales Swansea; 295-304.
  • [24] www.pcb.com
  • [25] www.kinemetrics.com
  • [26] Bojko T.: Smart Sensor Solutions for mechanical Measurements and Diagnostics. Metrology and Measurement Systems. 2005; XII(1); 95-104.
  • [27] Lynch J .P. and others: A wireless modular monitoring system for civil structures. 2002; USA.
  • [28] Lewis F. L.: Wireless Sensor Networks: Smart Environments, Protocols and Applications. Willey: New York, 2004.
  • [29] Network Time Protocol (Version 3) Specification, Implementation, and Analysis. Network Working Group RFC 1305; 1992.
  • [30] Elson J., Estrin D.: Fine-grained Network Synchronization using Reference Brodcasts. Proceedings of the Fifth Symposium on Operating Systems Design and Implementation (OSDI 2002). 2002; Boston, USA.
  • [31] Ganeriwal S. and others: Timing-sync Protocol for Sensor Networks. ACM Conference on Embedded Networked Sensor Systems (SENSYS 2003).
  • [32] Weilian S, Akyildiz I. F.: Time-Diffusion Synchronization Protocol for Wireless Sensor Networks.
  • [33] Ning Xu snd others: A wireless Sensor Network For Structural Monitoring. Proceedings of SenSys 04. 2004; Baltimore, USA.
  • [34] Le Cam and others Synchronization of Wireless Sensors: Reviev of Methodologies, Experience Feedback of the very precise GPS Solution. 2006; Proceedings of. 3rd European Workschop on Structural Health Monitoring.
  • [35] Sodano H., Magliula G., Park G., Inman D. J.: Power harvesting using smart materials. International Conferences on Adaptive Structures Technology, Potsdam; 12-21.
  • [36] Bojko T., Chmaj G.: Bezprzewodowy system pomiarowo-diagnostyczny. 2006; Diagnostyka 3(39)/2006; 291-296.
  • [37] www.oceanasensors.com
  • [38] www.maxstream.com
  • [39] Uhl T., Lisowski W., Kurowski P.: In-operation modal analysis of mechanical structures. AGH Press: Krakow, 2001.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAR0-0044-0009
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.