Adaptive Tikhonov regularization for damage detection based on nonlinear model updating

被引:120
作者
Li, X. Y. [1 ]
Law, S. S. [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Hong Kong, Peoples R China
关键词
Time domain; Damage detection; Inverse problem; Regularization; Optimization; Sensitivity; Nonlinear model updating; STRUCTURAL DAMAGE; IDENTIFICATION; SENSITIVITY;
D O I
10.1016/j.ymssp.2010.02.006
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents an adaptive regularization approach for solving the nonlinear model updating inverse problem. The discrimination of possible damaged elements and undamaged elements is done from results obtained in previous iterations via a new side condition which aims at (a) to limit the local change in damaged structural elements in each iteration; and (b) to force the variation of other undamaged elements close to zero. A thirty-one bar plane truss structure with multiple damages is studied. Results obtained from the proposed method are greatly improved over those obtained from the traditional Tikhonov regularization even with large noise contamination in the measurements. (c) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1646 / 1664
页数:19
相关论文
共 16 条
[1]  
[Anonymous], 1993, INVERSE PROBLEMS ENG
[2]  
Dennis J E, 1996, NUMERICAL METHODS UN
[3]  
Doebling S.W., 1996, ALAMOS NATL LAB REPO, DOI [10.2172/249299, DOI 10.2172/249299]
[4]  
Friswell M.I., 1995, Finite Element Model Updating in Structural Dynamics.
[5]   Finite-element model updating using experimental test data: parametrization and regularization [J].
Friswell, MI ;
Mottershead, JE ;
Ahmadian, H .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2001, 359 (1778) :169-186
[6]  
Hansen P. C., 1987, Rank-Deficient and Discrete Ill-Posed Problems: NumericalAspects of Linear Inversion
[7]   THE TRUNCATED SVD AS A METHOD FOR REGULARIZATION [J].
HANSEN, PC .
BIT, 1987, 27 (04) :534-553
[8]   ANALYSIS OF DISCRETE ILL-POSED PROBLEMS BY MEANS OF THE L-CURVE [J].
HANSEN, PC .
SIAM REVIEW, 1992, 34 (04) :561-580
[9]   Performance of vibration-based techniques for the identification of structural damage [J].
Humar, Jag ;
Bagchi, Ashutosh ;
Xu, Hongpo .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2006, 5 (03) :215-241
[10]   Wavelet-based sensitivity analysis of the impulse response function for damage detection [J].
Law, S. S. ;
Li, X. Y. .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 2007, 74 (02) :375-377