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Damage detection in nonlinear systems using multiple system augmentations and matrix updating

机译:使用多系统增强和矩阵更新的非线性系统中的损坏检测

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摘要

Recently, a damage detection method for nonlinear systems using model updating has been developed by the authors. The method uses an augmented linear model of the system, which is determined from the functional form of the nonlinearities and a nonlinear discrete model of the system. The modal properties of the augmented system after the onset of damage are extracted from the system using a modal analysis technique that uses known but not prescribed forcing. Minimum Rank Perturbation Theory was generalized so that damage location and extent could be determined using the augmented modal properties. The method was demonstrated previously for cubic springs and Coulomb friction nonlinearities. In this work, the methodology is extended to handle large systems where only the first few of the augmented eigenvectors are known. The methodology capitalizes on the ability to create multiple augmentations for a single nonlinear system. Cubic spring nonlinearities are explored within a nonlinear 3-bay truss structure for various damage scenarios simulated numerically.
机译:最近,作者开发了使用模型更新的非线性系统的损伤检测方法。该方法使用系统的增强线性模型,该系统由非线性的功能形式和系统的非线性离散模型确定。使用使用已知但未规定强制的模态分析技术从系统中提取损坏发生后的增强系统的模态特性。最小等级扰动理论是广泛的,以便可以使用增强模态属性来确定损坏位置和程度。该方法以前用于立方弹簧和库仑摩擦非线性。在这项工作中,延长方法以处理只有所列增强特征向量的大型系统。该方法大写了为单个非线性系统创建多个增强的能力。在数值模拟的各种损坏方案的非线性3架桁架结构中探讨了立方体春季非线性。

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