Damage assessment of structures from changes in natural frequencies using genetic algorithm

Structural Engineering and Mechanics

Volumn 19, Issue 1, 2005, Pages 21-42

  Maity, Damodar ^a   Tripathy, Rashmi Ranjan ^a  

^a INDIAN INSTITUTE OF TECHNOLOGY GUWAHATI   (India)

Author keywords

Damage assessment; Finite element method; Genetic algorithm; Inverse problem; Natural frequency; Stiffness reduction factor

Indexed keywords

COMPUTER SIMULATION; DEGREES OF FREEDOM (MECHANICS); EIGENVALUES AND EIGENFUNCTIONS; ERROR ANALYSIS; FINITE ELEMENT METHOD; GENETIC ALGORITHMS; INVERSE PROBLEMS; MATHEMATICAL MODELS; MODAL ANALYSIS; NATURAL FREQUENCIES; PROBLEM SOLVING; STIFFNESS;

DAMAGE ASSESSMENT; STIFFNESS REDUCTION FACTORS; STRUCTURAL DAMAGES;

STRUCTURAL ANALYSIS;

EID: 10244257669     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2005.19.1.021     Document Type: Article

References (33)

1. Au, F.T. K. (2003), "Structural damage detection based on a micro-genetic algorithm using incomplete and noisy modal test data", J. Sound Vib., 259, 1081-1094.
2. Barai, S.V. and Pandey, P.C. (1995), "Multilayer perceptron in damage detection of bridge structures", Comput. Struct., 54, 597-608.
3. Cerri, M.N. and Vestroni, F. (2000), "Detection of damage in beams subjected to diffused cracking", J. Sound Vib., 234(2), 259-276.
4. Chondros, T.G. and Dimarogonas, A.D. (1989), "Influence of cracks on the dynamic characteristics of structures", J. Vibration, Acoustics, Stress and Reliability in Design, 111, 251-256.
5. Chondros, T.G., Dimarogonas, A.D. and Yao, J. (1998), "A continuous cracked beam vibration theory", J. Sound Vib., 215(1), 17-34.
6. Chondros, T.G. and Dimarogonas, A.D. (1998), "Vibration of a cracked cantilever beam", J. Vibration, Acoustics, Stress and Reliability in Design, 120, 742-746.
7. Chou, J.H. and Ghaboussi, J. (2001), "Genetic algorithm in structural damage detection", Comput. Struct., 79, 1335-1353.
8. Elkordy, M.F., Chang, K.C. and Lee, G.C. (1993), "Neural network trained by analytically simulated damage states", J. Computing in Civil Eng., ASCE, 120, 251-265.
9. Feng, M.Q. and Bahng, E.Y. (1999), "Damage assessment of jacketed RC columns using vibration tests", J. Struct. Eng., 125, 265-271.
10. Frishwell, M.I., Penny, J.E.T. and Garvey, S.D. (1998), "A combined genetic and eigensensitivity algorithm for the location of damage in structures", Comput. Struct., 69, 547-556.
11. Gounaris, G., Papadopoulos, C. and Dimarogonas, A.D. (1996), "Crack identification in beams by coupled response measurements", J. Comput. Struct., 58(2), 299-305.
12. Hassiotis, S. and Jeong, G.D. (1995), "Identification of stiffness reductions using natural frequencies", J. Eng. Mech., 121(10), 1106-1113.
13. He, Y.Y., Guo, D. and Chu, F. (2001), "Using genetic algorithm and finite element methods to detect shaft crack for rotor-bearing system", Mathematics and Computers in Simulation, 57, 95-108.
14. Krawczuk, M. (2002), "Application of spectral beam finite element with a crack and iterative search technique for damage detection", Finite Elements in Analysis and Design, 38, 537-548.
15. Liu, G.R. and Chen, S.C. (2002), "A novel technique for inverse identification of distributed stiffness factor in structures", J. Struct. Eng., 254, 823-835.
16. Loland, O. and Dodds, C.J. (1976), "Experiencing in developing and operating integrity monitoring system in North Sea", Proc. of the 8th Annual Offshore Technology, Conf. 2, Paper No. 2551, 313-319.
17. Mares, C. and Surace, C. (1996), "An application of genetic algorithms to identify damage in elastic structures", J. Sound Vib., 195(2), 195-215.
18. Morassi, A. (2001), "Identification of a crack in a rod based on changes in a pair of natural frequencies", J. Sound Vib., 242(4), 577-596.
19. Nandwana, B.P. and Maiti, S.K. (1994), "Detection of the location and size of a crack in stepped cantilever beams based on measurements of natural frequencies", J. Sound Vib., 203(3), 435-446.
20. Narkis, Y. (1994), "Identification of crack location in vibrating simply supported beams", J. Sound Vib., 172(4), 549-558.
21. Nikolakopoulos, P., Katsareas, D. and Papadopoulos, C. (1997), "Crack identification in frame structures", J. Comput. Struct., 64(1), 389-406.
22. Ostachowicz, W.M. and Krawczuk, M. (1991), "Analysis of the effect of cracks on the natural frequencies of a cantilever beam", J. Sound Vib., 150(2), 191-201.
23. Pandey, A.K., Biswas, M. and Samman, M.M. (1991), "Damage detection from changes in curvature mode shapes", J. Sound Vib., 145(2), 321-332.
24. Pandey, A.K. and Biswas, M. (1994), "Damage detection in structures using changes in flexibility", J. Sound Vib., 169(1), 3-17.
25. Rumelhart, D.E., Hinton, G.E. and Williams, R.J. (1986), "Learning internal representations by error back-propagation", Parallel Distributed Processing Exploration in the Microstructure of Cognition, 1, 318-362.
26. Ruotolo, R. and Surace, C. (1997), "Damage assessment of multiple cracked beams: Numerical results and experimental validation", J. Sound Vib., 206(4), 567-588.
27. Sanayei, M. and Onipede, O. (1991), "Damage assessment of structures using static test data", AIAA J., 29, 1174-1179.
28. Suh, M.W., Shim, M.B. and Kim, M.Y. (2000), "Crack identification using hybrid neuro-genetic technique", J. Sound Vib., 238(4), 617-635.
29. Szewczyk, Z.P. and Hajela, P. (1994), "Damage detection in structures based on feature sensitive neural networks", J. Computing in Civil Eng., ASCE, 8, 163-178.
30. Tsou, P. and Shen, M.H. (1994), "Structural damage detection and identification using neural networks", AIAA J., 32, 176-183.
31. Wahab, M.M.A. and Roeck, G.D. (1999), "Damage detection in bridges using modal curvatures: Application to a real damage scenario", J. Sound Vib., 226, 217-235.
32. Wu, X., Ghaboussi, J. and Garrett, J.H. (1992), "Use of neural networks in detection of structural damage", Comput. Struct., 42, 649-659.
33. Yang, J.C.S., Tsai, T., Pavlin, V., Chen, J. and Tsai, W.H. (1985), "Structural damage detection by the system identification technique", Shock and Vibration Bulletin, 55, 57-66.