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MORPHOLOGICAL PROCESSING OF PROPER ORTHOGONAL MODES FOR CRACK DETECTION IN BEAM STRUCTURES

机译:梁结构裂缝检测适当正交模态的形态学处理

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摘要

A two-step approach for crack detection in beam structures is presented. As a first step, a number of proper orthogonal modes (POMs) of a beam are extracted, using proper orthogonal decomposition, a powerful and elegant method (closely related to principal component analysis) aimed at obtaining low-dimensional approximations of high-dimensional processes, taking into account nonlinearities and minimizing noise effects. Then, alternatively to other approaches, morphological processing is proposed for the further processing of the POMs. The basic concept of morphological processing is to modify the shape of an object by transforming it through its interaction with another object, called the structuring element. Using an appropriate morphological processing procedure, the position and the depth of the cracks can be estimated by isolating the sudden local change effect of the cracks on the spatial variation of the shape of each POM. For this purpose, the four basic morphological operators (dilation, erosion, opening, closing) are compared, using two different types of structuring elements. The erosion operator with a spline structuring element is shown to present the best results. Finally, the performance of the method is assessed on different beam structures affected by breathing cracks, with respect to the influence of several factors, such as boundary conditions, crack location, crack depth, crack distance, measurement noise level and space resolution of measurement points. In all cases, the method presents a robust behavior.
机译:提出了一种用于梁结构裂缝检测的两步法。第一步,使用适当的正交分解来提取光束的许多适当的正交模式(POM),这是一种强大而优雅的方法(与主成分分析密切相关),旨在获得高维过程的低维近似值,考虑到非线性因素并最大程度地降低噪声影响。然后,作为其他方法的替代,提出了形态学处理以进一步处理POM。形态学处理的基本概念是通过对象与另一个对象(称为结构元素)的交互作用来转换对象,从而修改对象的形状。使用适当的形态学处理程序,可以通过隔离裂纹对每个POM形状的空间变化的突然局部变化影响来估计裂纹的位置和深度。为此,使用两种不同类型的结构元素比较了四个基本形态算子(膨胀,腐蚀,打开,闭合)。带有花键结构元素的腐蚀算子显示出最好的结果。最后,在边界条件,裂纹位置,裂纹深度,裂纹距离,测量噪声水平和测量点空间分辨率等几个因素的影响下,评估了该方法在受呼吸裂纹影响的不同梁结构上的性能。 。在所有情况下,该方法都表现出强大的性能。

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