Damage identification by the eigenparameter decomposition of structural flexibility change

International Journal for Numerical Methods in Engineering

Volumn 78, Issue 4, 2009, Pages 444-459

  Yang, Qiu Wei ^a   Liu, J K ^b  

^a SHAOXING COLLEGE OF ARTS AND SCIENCES   (China)

^b SUN YAT SEN UNIVERSITY   (China)

Author keywords

Damage identification; Eigenparameter decomposition; Flexibility matrix

Indexed keywords

DAMAGE IDENTIFICATION; DAMAGE SIMULATIONS; EIGEN VALUES; EIGENPARAMETER DECOMPOSITION; FLEXIBILITY MATRIX; NUMERICAL EXAMPLES; STRUCTURAL DAMAGES; STRUCTURAL FLEXIBILITIES;

PHOTOACOUSTIC EFFECT; STRUCTURAL ANALYSIS;

DAMAGE DETECTION;

EID: 64049085979     PISSN: 00295981     EISSN: 10970207     Source Type: Journal    
DOI: 10.1002/nme.2494     Document Type: Article

References (32)

1. Friswell MI, Mottershead JE. Finite Element Model Updating in Structural Dynamics. Kluwer Academic Publishers: Dordrecht, The Netherlands, 1995.
2. Doebling SW, Farrar CR, Prime MB, Shevitz DW. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review. LA-13070-MS, Los Alamos National Laboratory, Cambridge, 1996.
3. Sohn H, Farrar CR, Hemez FM, Shunk DD, Stinemates DW, Nadler BR. A review of structural health monitoring literature: 1996-2001. Technical Report Annex to SAMCO Summer Academy, Los Alamos National Laboratory, Cambridge, 2003.
4. Chang FK. Structural Health Monitoring, Current Status Perspectives. Technomic Publishing Co., Inc.: Lancaster, PA, 1997.
5. Salawu OS. Detection of structural damage through changes in frequency: a review. Engineering Structures 1997; 19(9):718-723.
6. Modak SV, Kundra TK, Nakra BC. Comparative study of model updating methods using simulated experimental data. Computers and Structures 2002; 80:437-447.
7. Alvandi A, Cremona C. Assessment of vibration-based damage identification techniques. Journal of Sound and Vibration 2006; 292:179-202.
8. Farrar CR, Lieven NAJ. Damage prognosis: the future of structural health monitoring. Philosophical Transactions of the Royal Society A 2007; 365:623-632.
9. Kanev S, Weber F, Verhaegen M. Experimental validation of a finite-element model updating procedure. Journal of Sound and Vibration 2007; 300:394-413.
10. Yang QW, Liu JK. Structural damage identification based on residual force vector. Journal of Sound and Vibration 2007; 305:298-307.
11. Mannan MA, Richardson MH. Detection and location of structural cracks using FRF measurements. Proceedings of the Eighth International Modal Analysis Conference, Kissimmee, FL, vol. 1, 1990; 652-657.
12. Park YS, Park HS, Lee SS. Weighted-error-matrix application to detect stiffness damage by dynamic-characteristic measurement. The International Journal of Analytical and Experimental Modal Analysis 1988; 3(3):101-107.
13. Gysin HP. Critical application of the error matrix method for localization of finite element modeling inaccuracies. Proceedings of the Fourth International Modal Analysis Conference, Los Angeles, vol. 2, 1986; 1339-1351.
14. Lin CS. Location of modeling errors using modal test data. AIAA Journal 1990; 28:1650-1654.
15. Pandey AK, Biswas M. Experimental verification of flexibility difference method for locating damage in structures. Journal of Sound and Vibration 1995; 184(2):311-328.
16. Pandey AK, Biswas M. Damage detection in structures using changes in flexibility. Journal of Sound and Vibration 1994; 169:3-17.
17. Zhao J, DeWolf JT. Sensitivity study for vibrational parameters used in damage detection. Journal of Structural Engineering (ASCE) 1999; 125(4):410-416.
18. Bernal D. Load vectors for damage localization. Journal of Engineering Mechanics 2002; 128(1):7-14.
19. Bernal D, Gunes B. Damage localization in output-only systems: a flexibility based approach. IMAC-XX, Los Angeles, CA, 2002; 1185-1191.
20. Bernal D, Gunes B. Flexibility based approach for damage characterization: benchmark application. Journal of Engineering Mechanics 2004; 130(1):61-70.
21. Jaishi B, Ren WX. Damage detection by finite element model updating using modal flexibility residual. Journal of Sound and Vibration 2006; 290:369-387.
22. Jaishi B, Ren WX. Structural finite element model updating using ambient vibration test results. Journal of Structural Engineering 2005; 131(4):617-628.
23. Stutz LT, Castello DA, Rochinha FA. A flexibility-based continuum damage identification approach. Journal of Sound and Vibration 2005; 279:641-667.
24. Yan A, Golinval JC. Structural damage localization by combining flexibility and stiffness methods. Engineering Structures 2005; 27:1752-1761.
25. Yang QW, Liu JK. A coupled method for structural damage identification. Journal of Sound and Vibration 2006; 296:401-405.
26. Perera R, Ruiz A, Manzano C. An evolutionary multiobjective framework for structural damage localization and quantification. Engineering Structures 2007; 29:2540-2550.
27. Perera R, Ruiz A. A multistage FE updating procedure for damage identification in large-scale structures based on multiobjective evolutionary optimization. Mechanical Systems and Signal Processing 2008; 22(4):970-991.
28. Yang QW. A mixed sensitivity method for structural damage detection. Communications in Numerical Methods in Engineering 2008; DOI: 10.1002/cnm.1125.
29. Zimmerman DC, Kaouk M. Structural damage detection using a minimum rank update theory. Journal of Vibration and Acoustics 1994; 116(2):222-231.
30. Doebling SW. Minimum-rank optimal update of elemental stiffness parameters for structural damage identification. AIAA Journal 1996; 34(12):2615-2621.
31. James G, Zimmerman D, Cao T. Development of a coupled approach for structural damage detection with incomplete measurements. AIAA Journal 1998; 36(12):2209-2217.
32. Wu Di, Law SS. Eigen-parameter decomposition of element matrices for structural damage detection. Engineering Structures 2007; 29:519-528.