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Detection of Structural Damage through Nonlinear Identification by Using Modal Testing
Date
2013-2-11
Author
Özgüven, Hasan Nevzat
Aykan , Murat
Metadata
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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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Structural damages usually introduce nonlinearity to the system. A previously developed nonlinear identification method is employed to detect crack type structural damage. The method requires the measurement of FRFs at various points in order to locate the damage. The method makes it also possible to determine the extent of damage by identifying the level of nonlinearity. The verification of the method is demonstrated with experimental case studies using beams with different levels of cracks. The approach proposed in this study is very promising to be used in practical systems, but still open to further improvements.
Subject Keywords
Damage detection
,
Nonlinear structural dynamics
,
Nonlinear structures
,
Nonlinear identification
,
Nonlinear testing
URI
https://hdl.handle.net/11511/105119
DOI
https://doi.org/https://doi.org/10.1007/978-1-4614-6585-0_44
Conference Name
IMAC XXXI Conference
Collections
Department of Mechanical Engineering, Conference / Seminar
Citation Formats
IEEE
ACM
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MLA
BibTeX
H. N. Özgüven and M. Aykan, “Detection of Structural Damage through Nonlinear Identification by Using Modal Testing,” Garden Grove, California, 2013, vol. 7, p. 461, Accessed: 00, 2023. [Online]. Available: https://hdl.handle.net/11511/105119.