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首页> 外文期刊>Strength of Materials >Efficiency of the method of spectral vibrodiagnostics for fatigue damage of structural elements. Part 3. Analytical and numerical determination of natural frequencies of longitudinal and bending vibrations of beams with transverse cracks. solution
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Efficiency of the method of spectral vibrodiagnostics for fatigue damage of structural elements. Part 3. Analytical and numerical determination of natural frequencies of longitudinal and bending vibrations of beams with transverse cracks. solution

机译:光谱振动诊断方法对结构元件疲劳损伤的效率。第3部分。具有横向裂缝的梁的纵向振动和弯曲振动的固有频率的分析和数值确定。解

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摘要

Based on the concepts of linear fracture mechanics,we derive analytical expressions for the determination of naturalfrequencies of longitudinal and bending vibrations of beams whichare rectangular in cross section, are fixed in different ways, havevariable ratios of the section height to the beam length, and havetransverse cracks of various types. The results of' the analyticalsolution are compared with those obtained by the finite-elementmethod as well as with experimental data obtained by the authorsand other scientists. The analytical solution under consideration isshown to be quite simple and provide a fairly good accuracy of theresults obtained. Using a cantilever beam with one or twosymmetrical edge cracks or a central through crack as an example,we consider the possible dependence of the relative change innatural frequencies of vibration on the relative crack length, cracklocation, and the vibration mode of a beam. We discuss thepossible methods of evaluating the crack size and location fromthe results of experimental determination of the change in naturalvibration frequencies of a cracked beam.
机译:基于线性断裂力学的概念,我们得出解析表达式,用于确定横截面为矩形,以不同方式固定,截面高度与梁长度之比可变且具有横向的梁的纵向和弯曲振动的固有频率。各种类型的裂缝。将分析溶液的结果与有限元方法获得的结果以及作者和其他科学家获得的实验数据进行了比较。所考虑的分析解决方案显示非常简单,并提供了相当准确的结果。以具有一个或两个对称边缘裂纹或中心贯通裂纹的悬臂梁为例,我们考虑振动固有频率的相对变化对梁的相对裂纹长度,裂纹位置和振动模式的可能依赖。我们讨论了根据裂纹梁固有振动频率变化的实验确定结果来评估裂纹尺寸和位置的方法。

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