Structural Damage Detection of the Simple Beam Based on Responses Phase Space

Article Preview

Abstract:

In this paper, the technology of attractor phase space in chaotic theory is introduced and applied in the structural damage detection. Firstly the phase plane is constructed with the displacement and acceleration responses. Using the changes of phase plane topology of intact and damaged responses, a new damage index is extracted, and the structural damage existence and severity are identified successfully. Since some of the state variables can not be measured, a method of phase space reconstruction is proposed using single dynamic response. The dynamic responses are directly displayed into phase space, realizing transforming the signals from time domain to space domain. Then using the reconstructed phase space, the damage is diagnosed. The results indicate that the phase space reconstruction method has good robustness to noise, and higher sensitivity compared with traditional modal-based methods. The phase space reconstruction method can calculate the value of the damage index using single dynamic response, so that a single sensor can monitor structural damage existence and severity.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 605-607)

Pages:

989-995

Citation:

Online since:

December 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Hunt D. L: Applicrion of an Enhanced Coordinate Modal Assurance Criteria(10th International Modal Analysis Conference, San Diego, Califomia, 1992).

Google Scholar

[2] Ma Hongwei, Yang Guitong: Advances In Mechanics (china), 1999, 29(4): 513-527.

Google Scholar

[3] M. Link, M. Weiland: Mechanical Systems and Signal Processing, 2009, 23(6): 1734-1746.

Google Scholar

[4] M. Todd, J.M. Nichols, L.M. Pecora, L. Virgin: Smart Materials and Structures, 2001, 1000-1008.

Google Scholar

[5] L. Moniza, J.M. Nichols, C.J. Nichols, M. Seaver, S.T. Trickey, M.D. Todd, L.M. Pecora, L.N. Virgin: Journal of Sound and Vibration, 2005, 283, 295-310.

DOI: 10.1016/j.jsv.2004.04.016

Google Scholar

[6] I. Trendafilova: Key Engineering Materials, 2003, 245-246: 547-556.

Google Scholar

[7] J.M. Nichols, M.D. Todd, J.R. Wait: Smart Materials and Structures, 2003, 12(4): 580-601.

Google Scholar

[8] J.M. Nichols, L.N. Virgin, M.D. Todd, J.D. Nichols: Mechanical Systems and Signal Processing, 2003, 17, 1305-1320.

DOI: 10.1006/mssp.2002.1521

Google Scholar

[9] Zhenhua Nie, Hong Hao, Hongwei Ma: EVACS'11, 2011, 1: 407-416.

Google Scholar

[10] Takens, F: Dynamical Systems and Turbulence: Springer Lecture Notes in Mathematics, 1981, 898: 366-381, New York, NY: Springer.

Google Scholar

[11] M.T. Rosenstein, J.J. Collins, C.J. De Luca: Physica D, 1993, 65: 117-134.

Google Scholar

[12] D.S. Broomhead, G.P. King: Physica D, 1986, 20(2-3): 217-236.

Google Scholar