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Analysis of free and forced vibration of a cracked cantilever beam

机译:裂纹悬臂梁的自由和强迫振动分析

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Structures are weakened by cracks. When the crack size increases in course of time, the structure becomes weaker than its previous condition. Finally, the structure may breakdown due to a minute crack. Therefore, crack detection and classification is a very important issue. In this study, free and forced vibration analysis of a cracked beam were performed in order to identify the crack in a cantilever beam. Single- and two-edge cracks were evaluated. The study results suggest that free vibration analysis provides suitable information for the detection of single and two cracks, whereas forced vibration can detect only the single crack condition. However, dynamic response of the forced vibration better describes changes in crack depth and location than the free vibration in which the difference between natural frequencies corresponding to a change in crack depth and location only is a minor effect.
机译:裂缝会削弱结构。当裂缝尺寸随时间增加时,结构会变得比其先前条件弱。最后,由于细微的裂纹,结构可能会破裂。因此,裂纹检测和分类是一个非常重要的问题。在这项研究中,对裂纹梁进行了自由和强制振动分析,以识别悬臂梁中的裂纹。评估了单边缘裂纹和两边缘裂纹。研究结果表明,自由振动分析为检测单个和两个裂纹提供了合适的信息,而强制振动只能检测单个裂纹条件。但是,强迫振动的动态响应比自由振动更好地描述了裂纹深度和位置的变化,在自由振动中,与裂纹​​深度和位置的变化相对应的固有频率之间的差异很小。

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