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Abstrakty
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.
Czasopismo
Rocznik
Tom
Strony
241--252
Opis fizyczny
Bibliogr. 24 poz., rys., tab.
Twórcy
autor
- West Pomeranian University of Technology, Department of Theory of Structure, Szczecin, Poland
autor
- West Pomeranian University of Technology, Department of Theory of Structure, Szczecin, Poland
autor
- West Pomeranian University of Technology, Department of Theory of Structure, Szczecin, Poland
autor
- 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