Finite element model updating and structural damage identification using OMAX data

Mechanical Systems and Signal Processing

Volumn 24, Issue 5, 2010, Pages 1306-1323

  Reynders, Edwin ^a   Teughels, Anne ^b   De Roeck, Guido ^a  

^a UNIVERSITY OF LEUVEN   (Belgium)

^b EXXONMOBIL UPSTREAM RESEARCH COMPANY   (United States)

Author keywords

Damage identification; Exogenous inputs; Finite element model updating; Operational modal analysis

Indexed keywords

AMBIENT EXCITATION; ARTIFICIAL FORCES; DAMAGE IDENTIFICATION; DATA YIELDS; EXOGENOUS INPUT; FE MODEL; FINITE ELEMENT MODELS; FINITE-ELEMENT MODEL UPDATING; IDENTIFICATION PROBLEM; LARGE STRUCTURES; MODAL PARAMETERS; OPERATIONAL CONDITIONS; OPERATIONAL MODAL ANALYSIS; SPAN BRIDGES; STRUCTURAL DAMAGE IDENTIFICATION; STRUCTURAL MODELS; WELLPOSEDNESS;

DAMAGE DETECTION; MODAL ANALYSIS; MODEL STRUCTURES; STRUCTURAL ANALYSIS;

FINITE ELEMENT METHOD;

EID: 77953323926     PISSN: 08883270     EISSN: 10961216     Source Type: Journal    
DOI: 10.1016/j.ymssp.2010.03.014     Document Type: Article

References (32)

1. R.J. Allemang, D.L. Brown, A correlation coefficient for modal vector analysis, in: Proceedings of the First International Modal Analysis Conference, Orlando, FL, 1982, pp. 110-116.
2. Bernal D. Load vectors for damage localization. ASCE Journal of Engineering Mechanics 128 1 (2002) 7-14
3. Brownjohn J.M.W., Xia P.-Q., Hao H., and Xia Y. Civil structure condition assessment by FE model updating: methodology and case studies. Finite Elements in Analysis and Design 37 10 (2001) 761-775
4. B. Cauberghe, Applied frequency-domain system identification in the field of experimental and operational modal analysis, Ph.D. Thesis, Vrije Universiteit Brussel, 2004.
5. Cauberghe B., Guillaume P., Verboven P., and Parloo E. Identification of modal parameters including unmeasured forces and transient effects. Journal of Sound and Vibration 265 3 (2003) 609-625
6. Coleman T.F., and An interior Y.Li. An interior, trust region approach for nonlinear minimization subject to bounds. SIAM Journal on Optimization 6 2 (1996) 418-445
7. J.P. Conte, B. Moaveni, X. He, A.R. Barbosa, System and damage identification of a seven-storey reinforced concrete building structure tested on the UCSD-NEES shake table, in: Proceedings of the Second International Conference on Experimental Vibration Analysis for Civil Engineering Structures: Evaces 2007, Oporto, Portugal, October 2007, Keynote Paper.
8. De Roeck G. The state-of-the-art of damage detection by vibration monitoring: the SIMCES experience. Journal of Structural Control 10 (2003) 127-143
9. Ewins D.J. Modal Testing. second ed. (2000), Research Studies Press, Baldock, UK
10. Friswell M.I., and Mottershead J.E. Finite Element Model Updating in Structural Dynamics (1995), Kluwer Academic Publishers, Dordrecht, The Netherlands
11. Gentile C., and Saisi A. Ambient vibration testing of historic masonry towers for structural identification and damage assessment. Construction and Building Materials 21 6 (2007) 1311-1321
12. P. Guillaume, T. De Troyer, C. Devriendt, G. De Sitter, OMAX-a combined experimental-operational modal analysis approach, in: P. Sas, M. De Munck (Eds.), Proceedings of ISMA2006 International Conference on Noise and Vibration Engineering, Leuven, Belgium, September 2006, pp. 2985-2996.
13. W. Heylen, S. Lammens, P. Sas, Modal Analysis Theory and Testing, Department of Mechanical Engineering, Katholieke Universiteit Leuven, Leuven, Belgium, 1997.
14. Juang J.-N., and Pappa R.S. An eigensystem realization algorithm for modal parameter identification and model reduction. Journal of Guidance, Control and Dynamics 8 5 (1985) 620-627
15. C. Krämer, C.A.M. de Smet, G. De Roeck, Z24 bridge damage detection tests, in: Proceedings of IMAC 17, the International Modal Analysis Conference, Kissimmee, FL, USA, February 1999, pp. 1023-1029.
16. G. Lombaert, B. Moaveni, X. He, J.P. Conte, Damage identification of a seven-storey reinforced concrete shear wall building using Bayesian model updating, in: Proceedings of IMAC 27, the International Modal Analysis Conference, Orlando, FL, February 2009, CD-ROM.
17. Maia N.M.M., and Silva J.M.M. Theoretical and Experimental Modal Analysis (1997), Research Studies Press, Taunton, UK
18. Moaveni B., Conte J.P., and Hemez F.M. Uncertainty and sensitivity analysis of damage identification results obtained using finite element model updating. Computer-Aided Civil and Infrastructure Engineering 24 5 (2009) 320-334
19. Parloo E., Cauberghe B., Benedettini F., Alaggio R., and Guillaume P. Sensitivity-based operational mode shape normalization: application to a bridge. Mechanical Systems and Signal Processing 19 1 (2005) 43-55
20. Parloo E., Verboven P., an Guillaume P., and Van Overmeire M. Sensitivity-based operational mode shape normalization. Mechanical Systems and Signal Processing 16 5 (2002) 757-767
21. Peeters B., and De Roeck G. Reference-based stochastic subspace identification for output-only modal analysis. Mechanical Systems and Signal Processing 13 6 (1999) 855-878
22. Peeters B., and De Roeck G. Stochastic system identification for operational modal analysis: a review. ASME Journal of Dynamic Systems, Measurement, and Control 123 4 (2001) 659-667
23. Peeters B., Maeck J., and De Roeck G. Vibration-based damage detection in civil engineering: excitation sources and temperature effects. Smart Materials and Structures 10 3 (2001) 518-527
24. E. Reynders, System identification and modal analysis in structural mechanics, Ph.D. Thesis, Department of Civil Engineering, K.U.Leuven, 2009.
25. Reynders E., and De Roeck G. Reference-based combined deterministic-stochastic subspace identification for experimental and operational modal analysis. Mechanical Systems and Signal Processing 22 3 (2008) 617-637
26. Reynders E., and De Roeck G. Continuous vibration monitoring and progressive damage testing on the Z24 bridge. In: Boller C., Chang F.K., and Fujino Y. (Eds). Encyclopedia of Structural Health Monitoring (2009), John Wiley & Sons, New York, NY 2149-2158
27. Reynders E., and De Roeck G. A local flexibility method for vibration-based damage localization and quantification. Journal of Sound and Vibration 329 12 (2010) 2367-2383
28. Reynders E., De Roeck G., Bakir P.G., and Sauvage C. Damage identification on the Tilff bridge by vibration monitoring using optical fibre strain sensors. ASCE Journal of Engineering Mechanics 133 2 (2007) 185-193
29. E. Reynders, D. Degrauwe, G. De Roeck, F. Magalhães, E. Caetano, Combined modal testing of footbridges, ASCE Journal of Engineering Mechanics 136(6) (2010), in press.
30. A. Teughels, Inverse modelling of civil engineering structures based on operational modal data, Ph.D. Thesis, Department of Civil Engineering, K.U. Leuven, 2003.
31. Teughels A., and De Roeck G. Structural damage identification of the highway bridge Z24 by FE model updating. Journal of Sound and Vibration 278 3 (2004) 589-610
32. Teughels A., Maeck J., and De Roeck G. Damage assessment by FE model updating using damage functions. Computers and Structures 80 25 (2002) 1869-1879