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Damage Detection of Bridge by Rayleigh-Ritz Method | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 12، دوره 8، شماره 1 - شماره پیاپی 17، اردیبهشت 2020، صفحه 149-162 اصل مقاله (1.22 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2019.17603.1337 | ||
| نویسندگان | ||
| Mohammad Hasan Daneshvar1؛ Alireza Gharighoran* 2؛ Seyed Alireza Zareei3؛ Abbas Karamodin4 | ||
| 1Department of Civil Engineering, Isfahan (Khorasgan) Branch, Islamic Azad University, Isfahan, Iran | ||
| 2Faculty of Civil Engineering and Transportation, University of Isfahan, Isfahan, Iran | ||
| 3Department of Civil Engineering, Khorasgan (Isfahan) Branch, Islamic Azad University, Isfahan, Iran | ||
| 4Associate Professor, Department of Civil Engineering, ferdowsi university of Mashhad, Iran | ||
| تاریخ دریافت: 26 فروردین 1398، تاریخ بازنگری: 16 شهریور 1398، تاریخ پذیرش: 18 مهر 1398 | ||
| چکیده | ||
| As a result of environmental and accidental actions, damage occurs in structures. The early detection of any defect can be achieved by regular inspection and condition assessment. In this way, the safety and reliability of structures can be increased. This paper is devoted to proposing a new and effective method for detecting, locating, and quantifying beam-like structures. This method is based on the Rayleigh-Ritz approach and requires a few numbers of natural frequencies and mode shapes associated with the undamaged and damaged states of the structure. The great advantage of the proposed approach against the other methods is that it considers all kinds of boundary and damping effects. To detect damage using the penalty method, this article considers lumped rotational and translational springs for determining the boundary conditions. The results indicate that the proposed method is an effective and reliable tool for damage detection, localization, and quantification in the beam-like structures with different boundary conditions even when the modal data are contaminated by noise. | ||
| کلیدواژه‌ها | ||
| Damage Detection؛ Rayleigh-Ritz؛ Mode Shapes؛ Natural Frequency | ||
| مراجع | ||
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[1] Larson, A.C. and R. Von Dreele, Los Alamos National Laboratory Report No. 1987, LA-UR-86-748. [2] Rezaiee-Pajand, M., M.S. Kazemiyan, and A. Aftabi. S, Static Damage Identification of 3D and 2D Frames. Mechanics Based Design of Structures and Machines, 2014. 42(1): p. 70-96. [3] Haddad, A., D. Rezazadeh Eidgahee, and H. Naderpour, A probabilistic study on the geometrical design of gravity retaining walls. World Journal of Engineering, 2017. (14)5: p. 414-422. [4] Naderpour, H. and P. Fakharian, A synthesis of peak picking method and wavelet packet transform for structural modal identification. KSCE Journal of Civil Engineering, 2016. 20(7): p. 2859-2867. [5] Stubbs, N. and J.T. Kim, Damage localization in structures without baseline modal parameters. AIAA, 1996. 34: p. 1644-1649. [6] Maeck, J., et al., Damage identification in reinforced concrete structures by dynamic stiffness determination. Engineering Structures, 2000. 22(10): p. 1339-1349. [7] Maeck, J. and G.D. Roeck, Damage assessment of a gradually damaged rc beam using dynamic system identification, in Kasteelpark Arenberg 40. Department of Civil Engineering, Structural Mechanics, K.U.Leuven, 2002. [8] Kokot, S. and Z. Zembaty, Damage reconstruction of 3D frames using genetic algorithms with Levenberg–Marquardt local search. Soil Dynamics and Earthquake Engineering, 2009. 29(2): p. 311-323. [9] Yoon, M.-K., et al., Local Damage Detection with the Global Fitting Method Using Mode Shape Data in Notched Beams. Journal of Nondestructive Evaluation, 2009. 28(2): p. 63-74. [10] Park, J.-H., et al., Sequential damage detection approaches for beams using time-modal features and artificial neural networks. Journal of Sound and Vibration, 2009. 323(1): p. 451-474. [11] Sung, S.H., K.Y. Koo, and H.J. Jung, Modal flexibility-based damage detection of cantilever beam-type structures using baseline modification. Journal of Sound and Vibration, 2014. 333(18): p. 4123-4138. [12] Eraky, A., et al., Damage detection of flexural structural systems using damage index method – Experimental approach. Alexandria Engineering Journal, 2015. 54(3): p. 497-507. [13] Limongelli, M.P., et al., Damage detection in a post tensioned concrete beam – Experimental investigation. Engineering Structures, 2016. 128: p. 15-25. [14] Deobald, L.R. and R.F. Gibson, Determination of elastic constants of orthotropic plates by a modal analysis/Rayleigh-Ritz technique. Journal of Sound and Vibration, 1988. 124(2): p. 269-283. [15] Cao, T.T. and D.C. Zimmerman, Application of Load Dependent Ritz Vectors in Structural Damage Detection, in Conference: 1997 IMAC XV – 15th International Modal Analysis Conference. 1997. p. 1319-1324. [16] Li, Y.Y., et al., Identification of damage locations for plate-like structures using damage sensitive indices: strain modal approach. Computers & Structures, 2002. 80(25): p. 1881-1894. [17] Sohn, H. and K.H. Law, Application of load-dependent Ritz vectors to Bayesian probabilistic damage detection. Probabilistic Engineering Mechanics, 2000. 15(2): p. 139-153. [18] Sarker, L., et al., Damage detection of circular cylindrical shells by Ritz method, in 9th International Conference on Damage Assessment of Structures. 2011. [19] García, P.M., J.V. Araújo dos Santos, and H. Lopes, A new technique to optimize the use of mode shape derivatives to localize damage in laminated composite plates. Composite Structures, 2014. 108: p. 548-554. [20] Maghsoodi, A., A. Ghadami, and H.R. Mirdamadi, Multiple-crack damage detection in multi-step beams by a novel local flexibility-based damage index. Journal of Sound and Vibration, 2013. 332(2): p. 294-305. [21] Gharighoran, A., F. Daneshjoo, and N. Khaji, Use of Ritz method for damage detection of reinforced and post-tensioned concrete beams. Construction and Building Materials, 2009. 23(6): p. 2167-2176. [22] Chopra, A.K., Dynamics of Structures: Theory and Applications to Earthquake Engineering. 2007: Pearson/Prentice Hall. [23] Doebling, S.W., et al., Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature reviwe, in Research report LA-13070-MS, ESA-EA Los Alamos National Laboratory. 1996: Los Alamos, NM, USA. [24] Ilanko, S., L. Monterrubio, and Y. Mochida, The Rayleigh-Ritz method for structural analysis. 2015: John Wiley & Sons. [25] Alaylioglu, H. and A. Alaylioglu, Finite element and experimental bases of a practical bridge management and maintenance system. Computers & Structures, 1999. 73(1–5): p. 281-293. [26] Rezaiee-Pajand, M. and M. Moayyedian, Finite Element Theory. null. Vol. null. 2004. null. [27] Kokot, S. and Z. Zembaty, Vibration based stiffness reconstruction of beams and frames by observing their rotations under harmonic excitations—numerical analysis. Engineering Structures, 2009. 31(7): p. 1581-1588. | ||
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