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Nonlinear vibration analysis of isotropic plate with inclined part-through surface crack

机译:具有部分贯通表面斜面的各向同性板的非线性振动分析

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摘要

The four modes of vibration of an isotropic rectangular plate with an inclined crack are investigated. It is assumed that the crack remains continuous and its center is located at the center of the plate. The governing nonlinear equation of the transverse vibration of the plate with the plate boundary conditions being simply-supported on all edges is developed. The multiple scale perturbation method is utilized as the solution procedure to find the steady-state frequency response equations for all the four modes of vibration. The equations for the free and forced vibrations are derived and their frequency responses are presented. A special case of large-scale excitation force has also been considered. The parameter sensitivity analysis for the angle of crack, length of crack and the position of the external applied excitation force is performed. It has been shown that according to the aspect ratio of the plate, the vibration modes can have either nonlinear hardening effect or nonlinear softening behavior.
机译:研究了具有倾斜裂纹的各向同性矩形板的四种振动模式。假定裂纹保持连续并且其中心位于板的中心。建立了在所有边缘都简单支撑了板边界条件的板横向振动的控制非线性方程。多尺度摄动法被用作求解过程,以找到所有四种振动模式的稳态频率响应方程。推导了自由振动和强迫振动的方程式,并给出了它们的频率响应。还考虑了大规模激振力的特殊情况。对裂纹角度,裂纹长度和外部施加的激振力的位置进行了参数敏感性分析。已经表明,根据板的纵横比,振动模式可以具有非线性硬化作用或非线性软化行为。

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