An improved version of mode shape based indicator for structural damage identification

  • Long Ho Viet

    Campus in Ho Chi Minh City, University of Transport and Communications, No 450-451 Le Van Viet Street, Ho Chi Minh, Vietnam
  • Ha Ho Vinh

    Campus in Ho Chi Minh City, University of Transport and Communications, No 450-451 Le Van Viet Street, Ho Chi Minh, Vietnam
  • Toan Vu Van

    Campus in Ho Chi Minh City, University of Transport and Communications, No 450-451 Le Van Viet Street, Ho Chi Minh, Vietnam
  • Ba Ho Xuan

    Campus in Ho Chi Minh City, University of Transport and Communications, No 450-451 Le Van Viet Street, Ho Chi Minh, Vietnam
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Keywords: Gapped smooth method, modal properties, damage identification, AGTO

Abstract

Damage detection is crucial for the operation and maintenance of an existing bridge or building. A vibration-based method is a popular approach that can be used to identify failures based on changes in the dynamic properties. However, this approach often requires information on both healthy and unhealthy states. In this current study, the structural failure determination is carried out through a damage index based solely on the unhealthy state. A combination of the gapped smooth and modal curvature methods is the core of calculating the proposed indicator. In particular, damage scenarios by means of assumed stiffness reduction, and cuts are investigated. Three categories of beam-like structures consisting of a simply supported beam, a cantilever beam, and a free-free beam are used to validate the applicability of the proposed approach. For comparison purposes, the traditional gapped smooth method is implemented. The location of damage can be identified using only displacement mode shapes. Then, damage quantification at the identified location is estimated using a stochastic optimization process. The promising findings indicate that the proposed approach can enhance the effectiveness of damage identification based on vibration data in the unhealthy state of the structures

References

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Received
20/08/2023
Revised
12/09/2023
Accepted
12/09/2023
Published
15/09/2023
Type
Research Article
How to Cite
Ho Viet, L., Ho Vinh, H., Vu Van, T., & Ho Xuan, B. (1694710800). An improved version of mode shape based indicator for structural damage identification. Transport and Communications Science Journal, 74(7), 790-804. https://doi.org/10.47869/tcsj.74.7.3
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