Damage location indicators from substructure mode shapes

Inverse Problems in Engineering

Volumn 8, Issue 4, 2000, Pages 309-323

  Ahmadian, H ^a   Mottershead, J E ^b   Friswell, M I ^c  

^a IRAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Iran)

^b UNIVERSITY OF LIVERPOOL   (United Kingdom)

^c SWANSEA UNIVERSITY   (United Kingdom)

Author keywords

Nondestructive eualuation; Structural damage; Vibration

Indexed keywords

EID: 0001100906     PISSN: 10682767     EISSN: None     Source Type: Journal    
DOI: 10.1080/174159700088027733     Document Type: Article

References (8)

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3. Pandey, A. K., Biswas, M. and Samman, M. M. (1991). Damage Detection from Changes in Curvature Mode Shapes, Journal of Sound and Vibration, 145(2), 321-332.
4. Zimmerman, D. C. and Kaouk, M. (1994). Structural Damage Detection Using a Minimum Rank Update Theory, Trans. ASME, J. Vibration and Acoustics, 116(2), 222-231.
5. Stubbs, N. and Kim, J. T. (1996). Damage localization in structures without baseline modal parameters, AIAA Journal, 34, 1644-1649.
6. Rytter, A., Vibration Based Inspection of Civil Engineering Structures, Ph.D. Thesis, Aalborg University, Denmark, 1993.
7. Flores Santiago, O. and Link, M., Localization techniques for parametric updating of dynamic mathematical models, Proceedings of the International Forum on Aeroelasticity and Structural Dynamics, Strasbourg, 1993.
8. Ladeveze, P., Reynier, M., Berger, H., Ohayon, R., Quetin, F. and Barthe, L. (1991). Updating methods of dynamic structured finite-element model - dynamic reaction forces approach and error in constitutive equation approach, Recherche Aerospatiale, 5, 9-20.