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Nondestructive damage evaluation of a curved thin beam

Authors
Kim, Byeong HwaJoo, Hwan JoongPark, Taehyo
Issue Date
Dec-2006
Publisher
TECHNO-PRESS
Keywords
damage detection; flexural damage index; curvature of mode shape; modal flexibility; curved thin beam; circular arch
Citation
STRUCTURAL ENGINEERING AND MECHANICS, v.24, no.6, pp.665 - 682
Indexed
SCIE
SCOPUS
KCI
Journal Title
STRUCTURAL ENGINEERING AND MECHANICS
Volume
24
Number
6
Start Page
665
End Page
682
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/180722
DOI
10.12989/sem.2006.24.6.665
ISSN
1225-4568
Abstract
A vibration-based nondestructive damage evaluation technique for a curved thin beam is introduced. The proposed method is capable of detecting, locating, and sizing structural damage simultaneously by using a few of the lower natural frequencies and their corresponding mode shapes before and after a small damage event. The proposed approach utilizes modal flexibilities reconstructed from measured modal parameters. A rigorous system of equations governing damage and curvature of modal flexibility is derived in the context of elasticity. To solve the resulting system of governing equations, an efficient pseudo-inverse technique is introduced. The direct inspection of the resulting solutions provides the location and severity of damage in a curved thin beam. This study confirms that there is a strong linear relationship between the curvature of modal flexibility and flexural damage in the selected class of structures. Several numerical case studies are provided to justify the performance of the proposed approach. The proposed method introduces a way to avoid the singularity and mode selection problems from earlier attempts.
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서울 공과대학 > 서울 건설환경공학과 > 1. Journal Articles

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Park, Tae hyo
서울 공과대학 (서울 건설환경공학과)
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