Damage Detection of Structures Using Modal Strain Energy with Guyan Reduction Method

Q3 Engineering
Shahin Lale Arefi, A. Gholizad, S. M. Seyedpoor
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引用次数: 2

Abstract

The subject of structural health monitoring and damage identification of structures at the earliest possible stage has been a noteworthy topic for researchers in the last years. Modal strain energy (MSE) based index is one of the efficient methods which are commonly used for detecting damage in structures. It is also more effective and economical to employ some methods for reducing the degrees of freedom in large-scale structures having a large number of degrees of freedom. The purpose of this study is to identify structural damage via an index based on MSE and reconstructed mode shapes. The Guyan reduction method (GRM) is utilized here to reconstruct the mode shapes. Therefore, in the first step by employing GRM, mode shapes in slave degrees of freedom are estimated by those of master degrees of freedom. In the second step, the modal strain energy based index (MSEBI) is used to find the location of damaged elements. In order to assess the efficiency of the method, two standard examples are considered. Damage is identified with considering complete mode shapes and reconstructed mode shapes, and the results are compared together. The outcomes show that the combination of MSE and GRM can be useful for the structural damage detection, when considering the noise.
基于古岩折减模态应变能的结构损伤检测
近年来,结构健康监测和早期损伤识别一直是研究人员关注的课题。基于模态应变能(MSE)的指标是检测结构损伤的常用方法之一。对于具有大量自由度的大型结构,采用一些降低自由度的方法也更为有效和经济。本研究的目的是通过基于MSE和重建模态振型的指标来识别结构损伤。本文采用古燕约简法(GRM)对振型进行重构。因此,在采用GRM的第一步中,由主自由度的振型估计从自由度的振型。第二步,利用模态应变能指数(MSEBI)找到损伤单元的位置。为了评估该方法的有效性,考虑了两个标准实例。采用完整模态振型和重构模态振型两种方法进行损伤识别,并对识别结果进行比较。结果表明,在考虑噪声的情况下,MSE和GRM相结合可以有效地进行结构损伤检测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Journal of Rehabilitation in Civil Engineering
Journal of Rehabilitation in Civil Engineering Engineering-Building and Construction
CiteScore
1.60
自引率
0.00%
发文量
0
审稿时长
12 weeks
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