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The structural damages can lead to structural failure if they are not identified at early stages. Different methods for detecting and locating the damages in structures have been always appealing to designers in the field. Due to direct relation between the stiffness, natural frequency, and mode shapes in the structure, the modal parameters could be used for the purpose of detecting and locating the damages in structures. In the current study, a new damage indicator named “DLI” is proposed, using the mode shapes and their derivatives. A finite element model of a beam is used, and the numerical model is validated against experimental data. The proposed index is investigated for two beams with different support conditions and the results are compared with those of two well-known indices – MSEBI and CDF. To show the capability and accuracy of the proposed index, the damages with low severity at various locations of the structures containing the elements near the supports were investigated. The results under noisy conditions are investigated by considering 3% and 5% noise on modal data. The results show a high level of accuracy of the proposed index for identifying the location of the damaged elements in beams.
Wydawca
Czasopismo
Rocznik
Tom
Strony
375--394
Opis fizyczny
Bibliogr. 21 poz., rys., tab., wykr.
Twórcy
autor
- Department of Civil Engineering, University of Mazandaran, Babolsar, Iran
autor
- Department of Civil Engineering, University of Mazandaran, Babolsar, Iran
autor
- Department of Civil Engineering, University of Mazandaran, Babolsar, Iran.
autor
- Department of Mechanical and Industrial Engineering, University of Minnesota Duluth, Duluth, Minnesota, United States of America
Bibliografia
- [1] M. Dilena, M.F. Dell’Oste, and A. Morassi. Detecting cracks in pipes filled with fluid from changes in natural frequencies. Mechanical Systems and Signal Processing, 25(8):3186–3197, 2011. doi: 10.1016/j.ymssp.2011.04.013.
- [2] J.M. Dulieu-Barton, W.J. Staszewski, and K. Worden. Structural Damage Assessment Using Advanced Signal Processing Procedures: Proceedings of the International Conference on Damage Assessment of Structures (DAMAS '97). Sheffield, England, 30 June - 2 July, 1997, Sheffield Academic Press, 1997,
- [3] W. Xu, M. Cao, W. Ostachowicz, M. Radzieński, and N. Xia. Two-dimensional curvature mode shape method based on wavelets and Teager energy for damage detection in plates. Journal of Sound and Vibration, 347:266–278, 2015. doi: 10.1016/j.jsv.2015.02.038.
- [4] D.V. Jauregui and C.R. Farrar. Damage identification algorithms applied to numerical modal data from a bridge. In: 14th International Modal Analysis Conference, Dearborn, USA, 12-15 February, 1996.
- [5] N. Navabian, M. Bozorgnasab, R. Taghipour, and O. Yazdanpanah. Damage identification in plate-like structure using mode shape derivatives. Archive of Applied Mechanics, 86:819–830, 2016. doi: 10.1007/s00419-015-1064-x.
- [6] N. Navabian, R. Taghipour, M. Bozorgnasab, and J. Ghasemi. Damage evaluation in plates using modal data and firefly optimisation algorithm. International Journal of Structural Engineering, 9(1):50-69, 2018. doi: 10.1504/IJSTRUCTE.2018.090750.
- [7] M.M. Fayyadh, H.A. Razak, and Z. Ismail. Combined modal parameters-based index for damage identification in a beamlike structure: theoretical development and verification. Archives of Civil and Mechanical Engineering, 11(3):587–609, 2011. doi: 0.1016/S1644-9665(12)60103-4.
- [8] A. Tomaszewska and M. Szafrański. Study on applicability of two modal identification techniques in irrelevant cases. Archives of Civil and Mechanical Engineering, 20:13, 2020. doi: 10.1007/s43452-020-0014-8.
- [9] H. Hasni, A.H. Alavi, P. Jiao, and N. Lajnef. Detection of fatigue cracking in steel bridge girders: A support vector machine approach. Archives of Civil and Mechanical Engineering, 17(3):609–622, 2017. doi: 10.1016/j.acme.2016.11.005.
- [10] J. Ciambella and F. Vestroni. The use of modal curvatures for damage localization in beam-type structures. Journal of Sound and Vibration, 340:126–137, 2015. doi: 10.1016/j.jsv.2014.11.037.
- [11] D. Donskoy and D. Liu. Vibro-acoustic modulation baseline-free non-destructive testing. Journal of Sound and Vibration, 492:115808, 2021. doi: 10.1016/j.jsv.2020.115808.
- [12] C.R. Farrar, S.W. Doebling, and D.A. Nix. Vibration–based structural damage identification. Philosophical Transactions of the Royal Society A. Mathematical, Physical and Engineering Sciences, 359(1778):131–149, 2001. doi: 10.1098/rsta.2000.0717.
- [13] G.M. Owolabi, A.S.J. Swamidas, and R. Seshadri. Crack detection in beams using changes in frequencies and amplitudes of frequency response functions. Journal of Sound and Vibration, 265(1):1–22, 2003. doi: 10.1016/S0022-460X(02)01264-6.
- [14] M.M. Fayyadh and H.A. Razak. Weighting method for modal parameter based damage detection algorithms. International Journal of Physical Sciences, 6(20):4816–4825, 2011.
- [15] R.K. Behera, A. Pandey, and D.R. Parhi. Numerical and experimental verification of a method for prognosis of inclined edge crack in cantilever beam based on synthesis of mode shapes. Procedia Technology, 14:67–74, 2014. doi: 10.1016/j.protcy.2014.08.010.
- [16] S. Karimi, M. Bozorgnasab, R. Taghipour, and M. M. Alipour. A novel spring-based model for damage investigation of functionally graded beams. Journal of Solid Mechanics, 2021 (in print).
- [17] S.S. Rao. The Finite Element Method in Engineering, 6th edition. Butterworth-Heinemann, 2018.
- [18] A.K. Pandey, M. Biswas, and M.M. Samman. Damage detection from changes in curvature mode shapes. Journal of Sound and Vibration, 145(2):321–332, 1991. doi: 10.1016/0022-460X(91)90595-B.
- [19] S.M. Seyedpoor. A two stage method for structural damage detection using a modal strain energy based index and particle swarm optimization. International Journal of Non-Linear Mechanics, 47(1):1–8, 2012. doi: 10.1016/j.ijnonlinmec.2011.07.011.
- [20] M.M.A. Wahab and G. De Roeck. Damage detection in bridges using modal curvatures: application to a real damage scenario. Journal of Sound and Vibration, 226(2):217–235, 1999. doi: 10.1006/jsvi.1999.2295.
- [21] A. Esfandiari, F. Bakhtiari-Nejad, and A. Rahai. Theoretical and experimental structural damage diagnosis method using natural frequencies through an improved sensitivity equation. International Journal of Mechanical Sciences, 70:79–89, 2013. doi: 10.1016/j.ijmecsci.2013.02.006.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-8ca834dd-baee-4d63-95ea-6b48a4738169