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A sensitivity-based finite element (FE) model updating is carried out for damage detection in this paper. The objective function consisting of the modal flexibility residual is formulated and its gradient is derived. The optimization algorithm used to minimize the objective function and damage detection procedures are explained. The proposed procedure is firstly illustrated with a simulated example of the simply supported beam. The effect of noise on the updating algorithm is studied. It is demonstrated that the behavior of proposed algorithm on noise is satisfactory and the identified damage patterns are good. Afterwards, the procedure is applied for the tested reinforced concrete beam, which is damaged in the laboratory. Despite all the elements in the FE model are used as updating parameters which is considered as the extreme adverse condition in FE model updating, the identified damage pattern is comparable with those obtained from the tests. It is verified that the modal flexibility is sensitive to damage and the proposed procedure of FE updating using the modal flexibility residual is promising for the detection of damaged elements. (c) 2005 Elsevier Ltd. All rights reserved.
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JOURNAL OF SOUND AND VIBRATION
ISSN: 0022-460X
Year: 2006
Issue: 1-2
Volume: 290
Page: 369-387
0 . 8 8 4
JCR@2006
4 . 3 0 0
JCR@2023
ESI Discipline: ENGINEERING;
JCR Journal Grade:2
Cited Count:
WoS CC Cited Count: 290
SCOPUS Cited Count: 316
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 1
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