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首页> 外文期刊>Advances in Structural Engineering >Damage Identification in a Plate Structure Based on Strain Statistical Moment
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Damage Identification in a Plate Structure Based on Strain Statistical Moment

机译:基于应变统计矩的板结构损伤识别

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摘要

The fourth strain statistical moment (FSSM) based damage detection method has been recently proposed by the authors and the results of numerical study demonstrated the proposed method is sensitive to local structural damage but insensitive to measurement noise for beam-type structure. In this paper, the method is extended to a plate structure. The method consists of two steps: damage localization and damage quantification. First, the damage is located by using the difference curved surfaces of FSSMs in one direction of a plate subjected to Gauss White Noise (GWN) excitation before and after damage. Then the model updating method based on least square algorithm is used to estimate the damage severities. Also, the numerical (finite element) simulations are carried out for a simply supported plate. The results demonstrate the proposed method can provide good prediction of both location and severity of damage at one or more sites, even under low damage severities and high measurement noise conditions.
机译:作者最近提出了基于第四应变统计矩(FSSM)的损伤检测方法,数值研究结果表明,该方法对局部结构损伤敏感,但对梁型结构的测量噪声不敏感。在本文中,该方法扩展到板结构。该方法包括两个步骤:损伤定位和损伤量化。首先,在损伤前后,通过在受到高斯白噪声(GWN)激励的板的一个方向上使用FSSM的不同曲面来确定损伤的位置。然后使用基于最小二乘算法的模型更新方法来估计损伤的严重程度。同样,对简单支撑的板进行了数值(有限元)模拟。结果表明,所提出的方法可以提供一个或多个地点的损坏位置和严重程度的良好预测,即使在严重的损坏严重程度和高测量噪声条件下也是如此。

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