Abstract

As natural frequencies can be easily and accurately measured, structural damage evaluation by frequency changes is very common in engineering practice. However, this type of method is often limited by data, such as when the available natural frequencies are very few or contaminated. Although much progress has been made in frequency-based methods, there is still much room for improvement in calculation accuracy and efficiency. To this end, an enhanced singular value truncation method is proposed in this paper to evaluate structural damage more effectively by using a few lower order natural frequencies. The main innovations of the enhanced singular value truncation method lie in two aspects: The first is the normalization of linear systems of equations; the second is the multiple computations based on feedback evaluation. The proposed method is very concise in theory and simple to implement. Two numerical examples and an experimental example are employed to verify the proposed method. In the numerical examples, it was found that the proposed method can successively obtain more accurate damage evaluation results compared with the traditional singular value truncation method. In the experimental example, it was shown that the proposed method possesses more precise and fewer calculations compared with the existing optimization algorithms.

Highlights

  • Structural damage often leads to changes in the dynamic response parameters of a structure.By testing the vibration parameters and observing their changes, structural damages can be monitored in a timely manner to avoid disastrous consequences

  • Central to the proposed method is the normalization of linear systems of equations and the multiple computations based on feedback evaluation

  • The innovations of the enhanced singular value truncation (ESVT) method lie in two aspects: (1) Normalization of linear systems of equations; (2) multiple computations based on feedback evaluation

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Summary

Introduction

Structural damage often leads to changes in the dynamic response parameters of a structure. For the damage identification problem, the damaged elements in the structure are often only a small minority because the actual damage usually occurs only in a few local areas This particularity of damage identification has not been fully utilized in the previous frequency-based methods. An enhanced singular value truncation (ESVT) method is proposed for structural damage evaluation by using only a few natural frequencies. The above particularity of damage detection is fully utilized in the proposed procedure by removing many undamaged elements in each computation according to the feedback evaluation.

Natural Frequency Sensitivity for Damage Detection
Enhanced Singular Value Truncation Method
Numerical Examples
Figures was improving elementsFigures
Result of the first computation
A Plate Structure
19. One can see from
Experimental Validation
Comparisons
22. Damage
Conclusions
Methods

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