A Multilevel Inverse Analysis Framework for Damage Identification Leveraging Reduced-Order Modeling of Sensor-Structure Interaction

Abstract Identifying small-sized damage in its early stage allows one to take appropriate action in a timely manner to minimize the maintenance concerns and thus becomes imperative in structural health monitoring (SHM). While the low-frequency vibration measurements are widely used in damage identification due to convenient data acquisition, they are insensitive to the small-sized damage. High-frequency response on the other hand is capable of reflecting the small-sized damage effect. However, a high-dimensional finite element model oftentimes is required to enable high-frequency response evaluation. As a result, the inverse analysis based upon such model to conduct damage identification will become computationally expensive or even intractable. In this research, we establish a multilevel damage identification scheme to decompose a single complicated task into a set of consecutive tasks that are computationally amenable. It encompasses a coarse-level damage localization between substructures, followed by a fine-level damage identification through inverse optimization in the substructure localized with damage occurrence. High-frequency impedance/admittance information acquired from embedded piezo-electric transducer is employed. This framework starts from the reduced-order modeling of sensor-structure interaction with component mode synthesis (CMS) technique which can yield the initial damage location estimation amongst the substructures by means of sampling-based similarity analysis that jointly considers multiple objectives. Subsequently, inverse analysis leveraging multi-objective optimization is conducted on the substructure flagged with damage occurrence to pinpoint damage location and severity accurately. Systematic case studies are carried out for validation and discussion.

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Publication Details

Journal
Journal of Computational and Nonlinear Dynamics
Published
2025-10-24
DOI
https://doi.org/10.1115/1.4070201
Primary Topic
Structural Health Monitoring Techniques
Type
article
Field-Weighted Citation Impact
0.00

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article

A Multilevel Inverse Analysis Framework for Damage Identification Leveraging Reduced-Order Modeling of Sensor-Structure Interaction

Kai Zhou, Jiong Tang, Yang Zhang
Journal of Computational and Nonlinear Dynamics
Structural Health Monitoring Techniques
article

A Multilevel Inverse Analysis Framework for Damage Identification Leveraging Reduced-Order Modeling of Sensor-Structure Interaction

Kai Zhou, Jiong Tang, Yang Zhang
article en

Abstract

Abstract Identifying small-sized damage in its early stage allows one to take appropriate action in a timely manner to minimize the maintenance concerns and thus becomes imperative in structural health monitoring (SHM). While the low-frequency vibration measurements are widely used in damage identification due to convenient data acquisition, they are insensitive to the small-sized damage. High-frequency response on the other hand is capable of reflecting the small-sized damage effect. However, a high-dimensional finite element model oftentimes is required to enable high-frequency response evaluation. As a result, the inverse analysis based upon such model to conduct damage identification will become computationally expensive or even intractable. In this research, we establish a multilevel damage identification scheme to decompose a single complicated task into a set of consecutive tasks that are computationally amenable. It encompasses a coarse-level damage localization between substructures, followed by a fine-level damage identification through inverse optimization in the substructure localized with damage occurrence. High-frequency impedance/admittance information acquired from embedded piezo-electric transducer is employed. This framework starts from the reduced-order modeling of sensor-structure interaction with component mode synthesis (CMS) technique which can yield the initial damage location estimation amongst the substructures by means of sampling-based similarity analysis that jointly considers multiple objectives. Subsequently, inverse analysis leveraging multi-objective optimization is conducted on the substructure flagged with damage occurrence to pinpoint damage location and severity accurately. Systematic case studies are carried out for validation and discussion.

Journal of Computational and Nonlinear DynamicsVol. 21(2)
University of Connecticut (US), Hong Kong Polytechnic University (HK)
National Aeronautics and Space Administration, Nuclear Safety and Security Commission, Hong Kong Polytechnic University
Openalex Percentile: Top 68%
Structural Health Monitoring Techniques
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