TECHNICAL PAPERS
Jun 22, 2009

Load Vectors for Damage Location in Systems Identified from Operational Loads

Publication: Journal of Engineering Mechanics
Volume 136, Issue 1

Abstract

A method to interrogate changes in transfer matrices regarding damage localization is extended to cases where these changes cannot be experimentally obtained because the input is not known deterministically. The extension is realized by noting that the method does not require the transfer matrix change explicitly, but only vectors from its kernel, and that some of these vectors can be estimated—for a fictive collocated input distribution—from constraints between realization matrices and results of an output-only identification. The interrogation approach, denoted as the stochastic dynamic damage locating vector method, is demonstrated in the context of simulations.

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References

Ablowitz, M. J., and Fokas, A. S. (2003). Complex variables, Cambridge Texts in Applied Mathematics, Cambridge, U.K.
Beck, J. L., and Katafygiotis, L. S. (1998). “Updating models and their uncertainties. I: Bayesian statistical framework.” J. Eng. Mech., 124(4), 455–461.
Bernal, D. (2002). “Load vectors for damage localization.” J. Eng. Mech., 128(1), 7–14.
Bernal, D. (2006). “Flexibility-based damage localization from stochastic realization results.” J. Eng. Mech., 132(6), 651–658.
Bernal, D. (2007). “Damage localization from the null space of changes in transfer matrices.” AIAA J., 45(2), 374–381.
Bernal, D. (2009). “Damage localization from transmission zeros of delta systems.” J. Eng. Mech., 135(2), 93–99.
Choudhury, R., and He, J. (1996). “Structural damage location using expanded measured frequency response data.” Proc., 14th Modal Analysis Conf., IMAC-XIV, Society of Experimental Mechanics, Dearborn, Mich., 934–942.
Friswell, M. (2007). “Damage identification using inverse methods.” Royal Society Philosophical Transactions A, 365(1851), 393–410.
Friswell, M. I., and Mottershead, J. E. (1995). Finite element model updating, Kluwer Academic, Norwell, Mass.
Heylen, W., Lammens, S., and Sas, P. (1997). Modal analysis theory and testing, Katholieke Univ., Leuven, Belgium.
Katayama, T. (2005). Subspace methods for system identification, Springer, Secaucus, N.J.
Lim, T. W., and Kashangaki, T. A. (1994). “Structural damage detection of space truss structures using best achievable eigenvectors.” AIAA J., 32(5), 1049–1057.
Van Overschee, P., and Moor, B. L. R. (1996). Subspace identification for linear systems: Theory, implementation, applications, Kluwer Academic, Boston.

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Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 136Issue 1January 2010
Pages: 31 - 39

History

Received: May 27, 2008
Accepted: Jun 15, 2009
Published online: Jun 22, 2009
Published in print: Jan 2010

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Authors

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Dionisio Bernal
Associate Professor, Dept. of Civil and Environmental Engineering, Center for Digital Signal Processing, Northeastern Univ., Boston, MA 02115.

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