首页> 外文会议>2002 ASME International Mechanical Engineering Congress and Exposition , Nov 17-22, 2002, New Orleans, Louisiana >ON AN ITERATIVE GENERAL-ORDER PERTURBATION METHOD FOR MULTIPLE STRUCTURAL DAMAGE DETECTION
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ON AN ITERATIVE GENERAL-ORDER PERTURBATION METHOD FOR MULTIPLE STRUCTURAL DAMAGE DETECTION

机译:多重结构损伤检测的迭代通用扰动方法研究

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摘要

A general-order perturbation method involving multiple perturbation parameters is developed for eigenvalue problems with changes in the stiffness parameters. The perturbation solutions and eigenparameter sensitivities of all orders are derived explicitly. The perturbation method is used iteratively in conjunction with an optimization method in a robust damage detection algorithm. The generalized inverse method is used efficiently with the first order perturbations, and the gradient and quasi-Newton methods are used with the higher-order perturbations. Numerical simulations demonstrated the effectiveness of the algorithm in detecting the locations and extents of small to large levels of damage.
机译:针对刚度参数变化的特征值问题,提出了一种涉及多个扰动参数的通用扰动方法。明确推导了所有阶的摄动解和本征参数敏感性。在鲁棒性损坏检测算法中,摄动方法与优化方法一起迭代使用。一阶扰动有效地使用了广义逆方法,而高阶扰动则使用了梯度和准牛顿法。数值模拟证明了该算法在检测小到大损坏程度和位置方面的有效性。

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