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Application of Neural network for fault diagnosis of cracked cantilever beam

机译:神经网络在裂纹悬臂梁故障诊断中的应用

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This paper discusses neural network technique for fault diagnosis of a cracked cantilever beam. In the neural network system there are six input parameters and two output parameters. The input parameters to the neural network are relative deviation of first three natural frequencies and first three mode shapes. The output parameters of the neural network system are relative crack depth and relative crack location. To calculate the effect of crack depths and crack locations on natural frequencies and mode shapes, theoretical expressions have been developed. Strain energy release rate at the crack section of the beam has been used for calculating the local stiff nesses of the beam. The local stiff nesses are dependent on the crack depth. Different boundary conditions are outlined which take into account the crack location. Several training patterns are derived and the Neural Network has been designed accordingly. Experimental setup has been developed for verifying the robustness of the developed neural network. The developed neural network system can predict the location and depth of the crack in a close proximity to the real results.
机译:本文讨论了裂纹悬臂梁故障诊断的神经网络技术。在神经网络系统中,有六个输入参数和两个输出参数。神经网络的输入参数是前三个自然频率和前三种模式形状的相对偏差。神经网络系统的输出参数是相对裂缝深度和相对裂缝位置。为了计算裂缝深度和裂缝位置对固有频率和模式形状的影​​响,已经开发了理论表达。梁的裂纹部分处的应变能量释放速率已经用于计算梁的局部刚性状态。局部僵硬的nesses取决于裂缝深度。概述了不同的边界条件,考虑到裂缝位置。推导出几种训练模式,并且相应地设计了神经网络。已经开发了实验设置,用于验证发发的神经网络的鲁棒性。发达的神经网络系统可以预测裂缝的位置和深度在近距离的实际结果。

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