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A FRF-based algorithm for damage detection using experimentally collected data
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 Title & Authors
A FRF-based algorithm for damage detection using experimentally collected data
Garcia-Palencia, Antonio; Santini-Bell, Erin; Gul, Mustafa; Catbas, Necati;
 
 Abstract
Automated damage detection through Structural Health Monitoring (SHM) techniques has become an active area of research in the bridge engineering community but widespread implementation on in-service infrastructure still presents some challenges. In the meantime, visual inspection remains as the most common method for condition assessment even though collected information is highly subjective and certain types of damage can be overlooked by the inspector. In this article, a Frequency Response Functions-based model updating algorithm is evaluated using experimentally collected data from the University of Central Florida (UCF)-Benchmark Structure. A protocol for measurement selection and a regularization technique are presented in this work in order to provide the most well-conditioned model updating scenario for the target structure. The proposed technique is composed of two main stages. First, the initial finite element model (FEM) is calibrated through model updating so that it captures the dynamic signature of the UCF Benchmark Structure in its healthy condition. Second, based upon collected data from the damaged condition, the updating process is repeated on the baseline (healthy) FEM. The difference between the updated parameters from subsequent stages revealed both location and extent of damage in a "blind" scenario, without any previous information about type and location of damage.
 Keywords
damage detection;dynamic nondestructive testing;bridges;frequency response functions;finite element models;model updating;
 Language
English
 Cited by
1.
Comparison of Damage Detection Methods Depending on FRFs within Specified Frequency Ranges, Advances in Materials Science and Engineering, 2017, 2017, 1  crossref(new windwow)
 References
1.
American Society of Civil Engineers (2013), http://www.infrastructurereportcard.org/bridges/. [Online] [Accessed July 2014].

2.
Burkett, J.L. (2005), Benchmark Studies for Structural Health Monitoring Using Analytical and Experimental Models, M.S. Thesis University of Central Florida.

3.
Caicedo, J.M. et al. (2006), Benchmark Problem for Bridge Health Monitoring: Definition Paper, San Diego, California, USA, s.n.

4.
Catbas, F.N., Gokce, H.B. and Gul, M. (2012), "A practical methodology for load rating of existing highway bridges: demonstration on reinforced concrete T-beam bridges", J. Bridge Eng., 17(4), 652-661, ASCE do http://dx.doi.org/10.1061/(ASCE)BE.1943-5592.0000284 crossref(new window)

5.
Catbas, F.N., Caicedo, J.M. and Dyke, S.J. (2006), Proceedings of the International Conference on Bridge Maintanance, Safety and Management, IABMS, July 16-19, 2006. Porto, Portugal, s.n.

6.
Chesne, S. and Deraemaeker, A. (2013), "Damage localization using transmissibility functions: A critical review", Mech. Syst. Signal Pr., 38(1), 569-584. crossref(new window)

7.
Computers and Structures, Inc. (2011), CSI Analysis Reference Manual for SAP2000, ETABS, SAFE and CSI Bridge, Berkeley, California, USA: Computers and Structures, Inc.

8.
Cruz, P.J. and Salgado, R. (2008), "Performance of vibration-based damage detection methods in bridges", Comput. -Aided Civil Infrastruct. Eng., 24(1), 62-79.

9.
Davis, T. (2013), "Algorithm 930: FACTORIZE: An object-oriented linear system solver for MATLAB", ACM T. Math. Software, 39(4).

10.
Esfandiari, A., Bakhthiari-Nejad, F., Rahai, A. and Sanayei, M. (2009), "Structural model updating using frequency response function and quasi-linear sensitivity equation", J. Sound Vib., 326(1), 557-573. crossref(new window)

11.
Ewins, D. J. (2000), Modal Testing: Theory, Practice and Application, 2nd Ed., Baldock, England: Research Studies Press.

12.
Fan, W. and Qiao, P. (2011), "Vibration-based damage identification methods: a review and comparative study", Struct. Health Monit., 10(1), 83-111. crossref(new window)

13.
Fu, Y.Z., Lu, Z.R. and Liu, J.K. (2013), "Damage identification in plates using finite element model updating in time domain", J. Sound Vib., 332(1), 7018-7032. crossref(new window)

14.
Gang, X., Chai, S., Allemang, J.R. and Lijun, L. (2014), "A new iterative model updating method using incomplete frequency response function data", J. Sound Vib., 333(1), 2443-2453. crossref(new window)

15.
Garcia-Palencia, A.J. and Santini-Bell, E. (2013), "A two-step model updating algorithm for parameter identification of linear elastic damped structures", Comput. - Aided Civil Infrastruct. Eng., TBD, 28(7), 509-521. crossref(new window)

16.
Garcia-Palencia, A.J., Santini-Bell, E., Sipple, J.D. and Sanayei, M. (2014), "Structural model updating of an in-service bridge using dynamic data", Struct. Control Health Monit., 22(10), 1265-1281.

17.
Gul, M. (2009), Investigation of Damage Detection Methodologies for Structural Health Monitoring, Ph. D. Dissertation, University of Central Florida, Orlando FL, USA.

18.
Gul, M. and Catbas, F.N. (2008), "Ambient vibration data analysis for structural identification and global condition assessment", J. Eng. Mech. - ASCE, 134(8), 650-662. crossref(new window)

19.
Hsieh, K.H., Halling, M.W. and Barr, P.J. (2006), "Overview of vibrational structural health monitoring with representative case studies", J. Bridge Eng., 11(6), 707-715. crossref(new window)

20.
Jafarkhani, R. and Masri, S.F. (2011), "Finite element model updating using evolutionary strategy for damage detection", Comput.-Aided Civil Infrastruct. Eng., 26(1), 207-224. crossref(new window)

21.
Kwon, K.S. and Ling, R.M. (2004), "Frequency selection method for FRF-based model updating", J. Sound Vib., 278(1), 285-306. crossref(new window)

22.
Li, H., Huang, Y., Ou, J. and Bao, Y. (2011), "Fractal dimension-based damage detection method for beams with a uniform cross-section", Comput. -Aided Civil Infrastruct. Eng., 26(1), 190-206. crossref(new window)

23.
Link, M. (1993), Updating of analytical models-procedures and experience, s.l., s.n., 35-52.

24.
Maia, N.M., Almeida, R.A., Urgueira, A.P. and Sampaio, R.P. (2011), "Damage detection and quantification using transmissibility", Mech. Syst. Signal. Pr., 25(7), 2475-2483. crossref(new window)

25.
MathWorks Inc. (2011), Matlab Version 7.12 (R2011a), Natick MA, USA: s.n.

26.
Mendrok, K. and Uhl, T. (2010), "The application of modal filters for damage detection", Smart Struct. Syst., 6(2), 115-133. crossref(new window)

27.
Modak, S.V. (2014), "Model updating using uncorrelated modes", J. Sound Vib., 333(1), 2297-2322. crossref(new window)

28.
Mottershead, J.E. and Friswell, M.I. (1993), "Model updating in structural dynamics: A survey", J. Sound Vib., 167(2), 347-375. crossref(new window)

29.
Mottershead, J.E., Link, M. and Friswell, M.I. (2011), "The sensitivity method in finite element model updating: A tutorial", Mech. Syst. Signal Pr., 25(1), 2275-2296. crossref(new window)

30.
Panigrahi, S.K., Chakraverty, S. and Mishra, B.K. (2013), "Damage identification of multistory shear structure from sparse modal information", J. Comput. Civil Eng., 27(1), 1-9. crossref(new window)

31.
Pascual, R., Golinval, J.C. and Razeto, M. (1996), "Testing of FRF based model updating methods using a general finite elements program", Proceedings of the International Conference of Noise and Vibration Engineering ISMA21.

32.
Rahmatalla, S., Eun, H.C. and Lee, E.T. (2012), "Damage detection from the variation of parameter matrices estimated by incomplete FRF data", Smart Struct. Syst., 9(1), 55-70. crossref(new window)

33.
Rytter, T. (1993), Vibration based inspection of civil engineering structure, Ph. D. Dissertation, Aalborg University, Denmark.

34.
Talebinejad, I., Fischer, C. and Ansari, F. (2011), "Numerical evaluation of vibration-based methods for damage assessment of cable-stayed bridges", Comput. - Aided Civil Infrastruct. Eng., 26(1), 239-251. crossref(new window)

35.
Thyagarajan, S.K., Schultz, S.J. and Pai, P.F. (1998), "Detecting structural damage using frequency response functions", J. Sound Vib., 210(1), 162-170. crossref(new window)

36.
Tikhonov, A.N. and Arsenin, V.Y. (1977), Solutions of Ill-Posed Problems, New York: John Wiley & Sons.

37.
Wang, H. et al. (2014), "Finite element model updating of flexural structures based on modal parameters extracted from dynamic distributed macro-strain responses", J. Intell. Mat. Syst. Str., Volume 1045389X14523856.

38.
Weber, B., Paultre, P. and Proulx, J. (2009), "Consistent regularization of nonlinear model updating for damage identification", Mech. Syst. Signal Pr., 23(6), 1965-1985. crossref(new window)