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Combined classical and generalized integral transform approaches for the analysis of the dynamic behavior of a damaged structure

机译:结合经典和广义积分变换的方法来分析受损结构的动力行为

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摘要

The classical integral transform technique (CITT) is employed to derive an exact analytical solution for the transverse vibrations of a damaged Euler-Bernoulli beam simply supported at both ends. The exact analytical solution derived with the CITT approach requires knowledge of the eigenvalues and eigenfunctions of a related eigenvalue problem, whose hybrid solution is further obtained with the generalized integral transform technique (GITT). Expressions derived for the natural frequencies, mode shapes and frequency response function are valid for any prescribed damage field. Numerical results obtained for a damaged beam with single and multiple damages demonstrate the accuracy, convergence and robustness of the two approaches when combined.
机译:经典的积分变换技术(CITT)用于为两端简单支撑的受损Euler-Bernoulli梁的横向振动得出精确的解析解。使用CITT方法得出的精确解析解需要了解相关特征值问题的特征值和特征函数,并使用广义积分变换技术(GITT)进一步获得其混合解。对于固有频率,模态形状和频率响应函数得出的表达式对于任何规定的损坏域均有效。对具有单次和多次损伤的损伤梁获得的数值结果证明了两种方法结合使用时的准确性,收敛性和鲁棒性。

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