FREQUENCY PARAMETERS OF NATURAL OSCILLATIONS IN PLATE STRUCTURES TO DETECT PRESET INADMISSIBLE CRACK SIZES

A. M. Konovalov, V. Kugushev
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Abstract

The method for determining the parameters of natural oscillations of an object under test is offered, which allows detecting crack sizes in structures made of plates. The use of this method is particularly relevant for monitoring large structures that takes much time if other NDT types are used. The relation between the natural oscillations parameters and crack sizes is built on the use of the mathematical model of the energy carrier of free oscillations, and on dynamic crack theory. Resultant diagrams are made for various deformation types on crack edges, to be used to determine wave length and frequency of natural oscillations in a plate against a preset inadmissible crack length, thus enabling crack detection. To ensure efficient non-destructive testing, an example of essential set of forms of natural oscillations for a plate structure is given.
板结构自振频率参数检测预设不允许裂纹尺寸
给出了一种确定被测物体自然振动参数的方法,该方法可用于检测板结构的裂纹尺寸。如果使用其他无损检测类型,这种方法的使用特别适用于监测需要大量时间的大型结构。利用自由振动能量载体的数学模型和动力裂纹理论,建立了自然振动参数与裂纹尺寸之间的关系。在裂纹边缘上制作了各种变形类型的合成图,用于确定板材中相对于预设的不可接受裂纹长度的自然振荡的波长和频率,从而实现裂纹检测。为了保证有效的无损检测,给出了一个板结构固有振动的基本形式集的例子。
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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