Inverse Analysis of Crack in Fixed-Fixed Structure by Neural Network with the Aid of Modal Analysis

D. Thatoi, P. K. Jena
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引用次数: 4

Abstract

In this research, dynamic response of a cracked shaft having transverse crack is analyzed using theoretical neural network and experimental analysis. Structural damage detection using frequency response functions (FRFs) as input data to the back-propagation neural network (BPNN) has been explored. For deriving the effect of crack depths and crack locations on FRF, theoretical expressions have been developed using strain energy release rate at the crack section of the shaft for the calculation of the local stiffnesses. Based on the flexibility, a new stiffness matrix is deduced that is subsequently used to calculate the natural frequencies and mode shapes of the cracked beam using the neural network method. The results of the numerical analysis and the neural network method are being validated with the result from the experimental method. The analysis results on a shaft show that the neural network can assess damage conditions with very good accuracy.
基于模态分析的神经网络固固结构裂纹逆分析
本文采用理论神经网络和实验分析相结合的方法,对具有横向裂纹的裂纹轴的动力响应进行了分析。利用频率响应函数(frf)作为反向传播神经网络(BPNN)的输入数据,对结构损伤检测进行了探索。为了推导裂纹深度和裂纹位置对FRF的影响,建立了用轴裂纹截面应变能释放率计算局部刚度的理论表达式。在此基础上,推导出新的刚度矩阵,利用神经网络方法计算裂缝梁的固有频率和振型。数值分析和神经网络方法的结果与实验方法的结果进行了验证。对某轴的分析结果表明,该神经网络能较好地评估损伤状况。
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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