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Experimental validation of the use of energy transfer ratio (ETR) for damage diagnosis of steel-concrete composite beams

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents changes of modal parameters such as natural frequencies, damping ratios and energy transfer ratios (ETR) following damage of the connection of a steel-concrete composite beam. Sensitivity analysis of the parameters is conducted both for numerical simulation and experimental results. The energy transfer ratio ETR is determined: i) for the whole beam – as a global parameter which can be used for damage detection, ii) for segments of the beam – as a local parameter which can be used for damage localisation.
Rocznik
Strony
241--252
Opis fizyczny
Bibliogr. 24 poz., rys., tab.
Twórcy
  • West Pomeranian University of Technology, Department of Theory of Structure, Szczecin, Poland
  • West Pomeranian University of Technology, Department of Theory of Structure, Szczecin, Poland
  • West Pomeranian University of Technology, Department of Theory of Structure, Szczecin, Poland
  • West Pomeranian University of Technology, Institute of Manufacturing Engineering, Szczecin, Poland
Bibliografia
  • 1. Allemang R.J., Brown D.L., 1982, Correlation coefficient for modal vector analysis, Proceedings of the 1st International Modal Analysis Conference, Orlando, Florida, 110-116
  • 2. Dilena M., Morassi A., 2003a, A damage analysis of steel-concrete composite beams via dynamic methods: Part I. Experimental results, Journal of Vibration and Control, 9, 507-527
  • 3. Dilena M., Morassi A., 2003b, A damage analysis of steel-concrete composite beams via dynamic methods: Part II. Analytical models and damage detection, Journal of Vibration and Control, 9, 529-565
  • 4. Dilena M., Morassi A., 2004, Experimental modal analysis of steel concrete composite beams with partially damaged connection, Journal of Vibration and Control, 10, 897-913
  • 5. Dilena M., Morassi A., 2009, Vibrations of steel-concrete composite beams with partially degraded connection and application to damage detection, Journal of Sound and Vibration, 320, 1/2, 101-124
  • 6. Heylen W., Janter T., 1990, Extensions of the modal assurance criterion, Journal of Vibration and Acoustics, 112, 468-472
  • 7. Jarosińska M., 2014, Detection of steel-concrete compound beams through modal analysis (in Polish), Doctoral disertation, Zachodniopomorski Uniwersytet Technologiczny w Szczecinie, Wydział Budownictwa i Architektury, Szczecin
  • 8. Kong F., Liang Z., Lee G.C., 1996, Bridge damage identification through ambient vibration signature, Proceedings of the 14th International Modal Analysis Conference, Dearborn, Michigan, 717-724
  • 9. Kruszewski J., Gawroński W., Wittbrodt E., Najbar F., Grabowski S., 1975, Rigid Finite Element Method (in Polish), Arkady, Warszawa
  • 10. Kruszewski J., Sawiak S., Wittbrodt E., 1999, CAD CAM: Rigid Finite Element Method in Structural Dynamics (in Polish), Wydawnictwa Naukowo-Techniczne, Warszawa
  • 11. Lee G.C., Liang Z., 1999, Development of a bridge monitoring system, Proceedings of the 2nd international Workshop on Structural Health Monitoring, Standford University, California, 349-358
  • 12. Li J., Hao H., Xia Y., Zhu H., 2014, Damage detection of shear connectors in bridge structures with transmissibility in frequency domain, International Journal of Structural Stability and Dynamics, 14, 2
  • 13. Li J., Hao H., Zhu H., 2014, Dynamic assessment of shear connectors in composite bridges with ambient vibration measurements, Advances in Structural Engineering, 17, 5, 617-638
  • 14. Liang Z., Lee G.C., 1991, Damping of structures: Part 1 – Theory of complex damping, National Center for Earthquake Engineering Research, Technical Report NCEER-91-0004, State University of New York at Buffalo, New York
  • 15. Liang Z., Huang T.J., Lee G.C., 1997, A study on damage dynamics by using the modal energy transfer, Proceedings of the 15th International Modal Analysis Conference, Orlando, Florida, 1339-1345
  • 16. Liu K., De Roeck G., 2009, Damage detection of shear connectors in composite bridges, Structural Health Monitoring, 8, 5, 345-356
  • 17. Rao S.S., 2004, Mechanical Vibrations, Fourth Edition, Pearsons Education International, New Jersey
  • 18. Uhl T., 1997, CAD CAM: Computer Aided identification of Models of Mechanical Structures (in Polish), Wydawnictwa Naukowo-Techniczne, Warszawa
  • 19. Wahab M.A., De Roeck G., 1999, Damage detection in bridges using modal curvatures: Application to a real damage scenario, Journal of Sound and Vibration, 226, 2, 217-235
  • 20. Wang T.L., Zong Z., 2002, Improvement of evaluation method for existing highway bridges, Technical Report FL/DOT/RMC/6672-818, Florida Department of Transportation, USA
  • 21. Wang T.L., Zong Z.H., 2003, Structural damage identification by using energy transfer ratio, Proceedings of the 21st International Modal Analysis Conference: A Conference on Structural Dynamics, Kissimmee, Florida
  • 22. Wittbrodt E., Adamiec-Wójcik I., Wojciech S., 2006, Dynamics of Flexible Multibody Systems. Rigid Finite Element Method, Springer-Verlag, Berlin, Heidelberg, New York
  • 23. Wróblewski T., Jarosińska M., Berczyński S., 2011, Application of ETR for diagnosis of damage in steel-concrete composite beams, Journal of Theoretical and Applied Mechanics, 49, 1, 51-70
  • 24. Wróblewski T., Jarosińska M., Berczyński S., 2013, Damage location in steel-concrete composite beams using Energy Transfer Ratio (ETR), Journal of Theoretical and Applied Mechanics, 51, 1, 91-103
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-54f69092-f847-45e3-953b-e76c13d0b0bc
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