The concept of using sensitivity-enhancing feedback control to improve the performance of frequency-shift-based structural damage identification has been recently explored. In previous studies, however, the feedback controller is designed to alter only the closed-loop eigenvalues, and the effect of closed-loop eigenvectors on the sensitivity enhancement performance has not been considered. In this research, it is shown that the sensitivity of the natural frequency shift to the damage in a multi-degree-of-freedom structure can be significantly influenced by the placement of both the eigenvalues and the eigenvectors. A constrained optimization problem is formulated to find the optimal assignment of both the closed-loop eigenvalues and eigenvectors, and then an optimal sensitivity-enhancing control is designed to achieve the desired closed-loop eigenstructure. Another advantage of this scheme is that the dataset of frequency measurement for damage identification can be enlarged by utilizing a series of closed-loop controls, which can be realized by activating different combinations of actuators in the system. Therefore, by using this proposed idea of multiple sensitivity-enhancing feedback controls, we can simultaneously address the two major limitations of frequency-shift-based damage identification: the low sensitivity of frequency shift to damage effects and the deficiency of frequency measurement data. A series of case studies are performed. It is demonstrated that the sensitivity of natural frequency shift to stiffness reduction can be significantly enhanced by using the designed sensitivity-enhancing feedback control, where the optimal placement of closed-loop eigenvectors plays a very important role. It is further verified that such sensitivity enhancement can directly benefit the damage identification accuracy and robustness.
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e-mail: jiang@psu.edu
e-mail: jtang@engr.uconn.edu
e-mail: kwwang@psu.edu
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December 2007
Technical Papers
An Optimal Sensitivity-Enhancing Feedback Control Approach via Eigenstructure Assignment for Structural Damage Identification
L. J. Jiang,
L. J. Jiang
Graduate Research Assistant
Department of Mechanical & Nuclear Engineering,
e-mail: jiang@psu.edu
The Pennsylvania State University
, University Park, PA 16802
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J. Tang,
J. Tang
Assistant Professor
Department of Mechanical Engineering,
e-mail: jtang@engr.uconn.edu
University of Connecticut
, Storrs, CT 06269
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K. W. Wang
K. W. Wang
Diefenderfer Chaired Professor in Mechanical Engineering
Department of Mechanical & Nuclear Engineering,
e-mail: kwwang@psu.edu
The Pennsylvania State University
, University Park, PA 16802
Search for other works by this author on:
L. J. Jiang
Graduate Research Assistant
Department of Mechanical & Nuclear Engineering,
The Pennsylvania State University
, University Park, PA 16802e-mail: jiang@psu.edu
J. Tang
Assistant Professor
Department of Mechanical Engineering,
University of Connecticut
, Storrs, CT 06269e-mail: jtang@engr.uconn.edu
K. W. Wang
Diefenderfer Chaired Professor in Mechanical Engineering
Department of Mechanical & Nuclear Engineering,
The Pennsylvania State University
, University Park, PA 16802e-mail: kwwang@psu.edu
J. Vib. Acoust. Dec 2007, 129(6): 771-783 (13 pages)
Published Online: February 14, 2007
Article history
Received:
September 10, 2006
Revised:
February 14, 2007
Citation
Jiang, L. J., Tang, J., and Wang, K. W. (February 14, 2007). "An Optimal Sensitivity-Enhancing Feedback Control Approach via Eigenstructure Assignment for Structural Damage Identification." ASME. J. Vib. Acoust. December 2007; 129(6): 771–783. https://doi.org/10.1115/1.2748476
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