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An improved finite element model updating method by the global optimization technique 'Coupled Local Minimizers'

机译:通过全局优化技术“耦合局部最小化器”改进的有限元模型更新方法

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Finite element (FE) model updating technique belongs to the class of inverse problems in classical mechanics. According to the continuum damage mechanics, damage is represented by a reduction factor of the element bending stiffness. In this study, a global optimization method called 'Coupled Local Minimizers' (CLM) is used for updating the finite element model of a complex structure. In CLM, the local optimization processes are coupled so that better solutions than multistart local optimization consisting of independent runs are obtained. This is achieved by minimizing the average cost function of the local minimizers subjected to pairwise synchronization constraints. An augmented Lagrangian which contains the synchronization constraints both as soft and hard constraints is used and a network is derived in which the local minimizers communicate and exchange information through the synchronization constraints. In this study, the finite element model updating method is applied on a complex structure with a complex damage pattern and 24 design variables using CLM. The damage scenario on the structure is based on the hinge pattern obtained from nonlinear dynamic time history analysis. The results show that damage is detected, localized and quantified very accurately by the FE model updating algorithm used. In the second phase of the paper, two levels of noise, namely; moderate and high noise are applied on the modal parameters. In the presence of noise, damage is located and detected very accurately. The extent of the damage is also quantified precisely and the MAC values as well as the relative eigenfrequency differences are improved substantially. In the third phase of the study, the CLM method is compared with other local optimization methods such as the Levenberg-Marquardt algorithm, Sequential Quadratic Programming and Gauss-Newton methods and the results show that the CLM algorithm gives better results in FE model updating problems compared to the above-mentioned local optimization methods.
机译:有限元(FE)模型更新技术属于经典力学中的反问题类。根据连续损伤力学,损伤由单元弯曲刚度的减小因子表示。在这项研究中,一种称为“耦合局部最小化器”(CLM)的全局优化方法用于更新复杂结构的有限元模型。在CLM中,将局部优化过程耦合在一起,从而获得比由独立运行组成的多启动局部优化更好的解决方案。这是通过最小化受成对同步约束的局部最小化器的平均成本函数来实现的。使用包含同步约束(包括软约束和硬约束)的增强拉格朗日矩阵,并获得一个网络,在该网络中,本地最小化器通过同步约束进行通信和交换信息。在这项研究中,有限元模型更新方法应用于使用CLM的具有复杂损伤模式和24个设计变量的复杂结构。结构的损坏情况基于从非线性动态时程分析获得的铰链模式。结果表明,所使用的有限元模型更新算法可以非常准确地检测,定位和量化损伤。在本文的第二阶段,噪声分为两个级别:在模态参数上施加中等和高噪声。在存在噪音的情况下,可以非常准确地定位和检测损坏。损伤的程度也被精确地量化,并且MAC值以及相对本征频率差被显着改善。在研究的第三阶段,将CLM方法与其他局部优化方法(例如Levenberg-Marquardt算法,顺序二次规划和Gauss-Newton方法)进行了比较,结果表明,CLM算法在有限元模型更新问题中给出了更好的结果与上述局部优化方法相比。

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