TECHNICAL PAPERS
Feb 1, 2009

Damage Localization from Transmission Zeros of Delta Systems

Publication: Journal of Engineering Mechanics
Volume 135, Issue 2

Abstract

Conditioning difficulties often thwart the characterization of damage by model updating. Methods that can provide information on damage location without explicit selection of free parameters are important for improving the likelihood of success. A technique that satisfies this objective known as the dynamic damage locating vector method locates damage as regions where a stress field that is computed in a model of the reference state, using loads extracted from changes in the transfer matrix, is identically zero. Central to the present paper is the fact that existence of the noted loads requires that the change in the transfer matrix be rank deficient everywhere in C . Specifically, the paper examines the situation where the change in the transfer matrix is full normal rank and shows that although zero stress excitations are not generally feasible, useful surrogates can often be obtained from conditions defined by the invariant zero triplets (i.e., zero, zero direction, and zero input) of a mathematical structure, designated as the delta system, which maps inputs to changes in the output. The paper discusses the formulation of the delta system, the extraction of the invariant zeros, and the computation of the associated stress fields. Selection of the potentially damaged set of elements is based on a decision logic that uses the aggregate information from all (or any subset) of the identified zeros.

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Acknowledgments

The research leading to this paper was supported by Miltec Applied Research Division—the fruitful discussions with the colleagues from Miltec are gratefully acknowledged.

References

Beard, R. V. (1971). “Failure accommodation in linear systems through self-reorganization.” Ph.D. thesis, Dept. of Aeronautics and Astronautics, MIT, Cambridge, Mass.
Bernal, D. (2002). “Load vectors for damage localization.” J. Eng. Mech., 128(1), 7–14.
Bernal, D. (2007a). “Localization of damage from the null space of changes in the transfer matrix.” AIAA J., 45(2), 374–381.
Bernal, D. (2007b). “Optimal discrete to continuous transfer for band limited inputs.” J. Eng. Mech., 133(12), 1370–1377.
Bernal, D., and Tigli, O. (2006). “On the analytical expansion of transfer matrices.” Proc., XXIV Int. Modal Analysis Conf. (IMAC-XXIV) (CD-ROM).
Brenan, K. E., Campbell, S. L., and Petzold, L. R. (1989). Numerical solution of initial-value problems in differential-algebraic equations, Prentice-Hall, Englewood Cliffs, N.J.
Choudhury, R., and He, J. (1996). “Structural damage location using expanded measured frequency response data.” Proc., XIV Int. Modal Analysis Conf. (IMAC-XIV), 934–942.
Davison, E. J., and Wang, S. H. (1978). “An algorithm for the calculation of transmission zeros of the system (C A B D) using high gain output feedback.” IEEE Trans. Autom. Control, AC-23, 738–741.
Doebling, S. C., Farrar, C. R., Prime, M. B., and Schevitz, D. W. (1996). Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review, Los Alamos National Laboratory, Los Alamos, N.M.
Emami-Naeini, A., and van Dooren, P. (1982). “Computation of zeros of linear multivariable systems.” Automatica, 18(4), 415–430.
Frank, P. (1990). “Fault diagnosis in dynamic systems using analytical and knowledge-based redundancy: A survey and some new results.” Automatica, 26(3), 459–474.
Friswell, M. (2007). “Damage identification using inverse methods.” Philos. Trans. R. Soc. London, Ser. A, 365(1851), 393–410.
Fritzen, C-P. (2005). “Vibration based structural health monitoring—Concepts and applications.” Key Eng. Mater., 293–294, 3–18.
Heylen, W., Lammens, S., and Sas, P. (1998). Modal analysis theory and testing, Katholieke Universiteit Leuven, Leuven, Belgium.
Jones, H. L. (1973). “Failure detection in linear systems.” Ph.D. thesis, Dept. of Aeronautics and Astronautics, MIT, Cambridge, Mass.
Juang, J.-N. (1994). Applied system identification PTR Prentice Hall, Englewood Cliffs, N.J.
Kunkel, P., and Mehermann, V. (2006). Differential-algebraic equations: (Analysis and numerical solution), European Mathematical Society, Textbooks in Mathematics, Helsinki.
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.
Macfarlane, A. G. J., and Karcanias, N. (1976). “Poles and zeros of linear multivariable systems: A survey of the algebraic, geometric and complex-variable theory.” Int. J. Control, 24, 33–74.
Massoumnia, M. A. (1986). “A geometric approach to failure detection and identification in linear systems.” Ph.D. thesis, Dept. of Aeronautics and Astronautics, MIT, Cambridge, Mass.
Mottershead, J. E., and Friswell, M. I. (1993). “Model updating in structural dynamics: A survey.” J. Sound Vib., 167(2), 347–375.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 135Issue 2February 2009
Pages: 93 - 99

History

Received: Apr 24, 2008
Accepted: Sep 26, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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

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