Improved Reduced-Order Model for Real-Time Stress Evaluation in Dynamic Analysis

In this study, we propose an advanced method for real-time stress evaluation in dynamic systems using an improved reduced-order model (ROM) technique. The proposed approach utilizes algebraic dynamic condensation, where global mass and stiffness matrices are partitioned into smaller, independent sub-matrices through an algebraic sub-structuring process. This method defines substructures and interface boundaries from an algebraic perspective, enabling efficient dimensional reduction. The reduction framework consists of three primary steps: sub-structural stiffness condensation, interface boundary condensation, and sub-structural inertial effect condensation. Using the reduced matrices, the method efficiently calculates displacements in transient response analysis, which are then used to evaluate real-time stress histories. To validate the accuracy and computational efficiency of the proposed approach, numerical examples are analyzed and compared with results obtained from commercial finite element software. The findings demonstrate the potential of this technique for real-time structural analysis and stress evaluation in dynamic systems.

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Publication Details

Journal
Journal of the Society of Naval Architects of Korea
Published
2025-04-09
DOI
https://doi.org/10.3744/snak.2025.62.2.124
Primary Topic
Structural Health Monitoring Techniques
Type
article
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article

Improved Reduced-Order Model for Real-Time Stress Evaluation in Dynamic Analysis

M.H. Kim, Seung‐Hwan Boo, Sang‐Tae Kim
Journal of the Society of Naval Architects of Korea
Structural Health Monitoring Techniques
article

Improved Reduced-Order Model for Real-Time Stress Evaluation in Dynamic Analysis

M.H. Kim, Seung‐Hwan Boo, Sang‐Tae Kim
article en

Abstract

In this study, we propose an advanced method for real-time stress evaluation in dynamic systems using an improved reduced-order model (ROM) technique. The proposed approach utilizes algebraic dynamic condensation, where global mass and stiffness matrices are partitioned into smaller, independent sub-matrices through an algebraic sub-structuring process. This method defines substructures and interface boundaries from an algebraic perspective, enabling efficient dimensional reduction. The reduction framework consists of three primary steps: sub-structural stiffness condensation, interface boundary condensation, and sub-structural inertial effect condensation. Using the reduced matrices, the method efficiently calculates displacements in transient response analysis, which are then used to evaluate real-time stress histories. To validate the accuracy and computational efficiency of the proposed approach, numerical examples are analyzed and compared with results obtained from commercial finite element software. The findings demonstrate the potential of this technique for real-time structural analysis and stress evaluation in dynamic systems.

Journal of the Society of Naval Architects of KoreaVol. 62(2)
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Structural Health Monitoring Techniques
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