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STOCHASTIC VISCOELASTIC FINITE ELEMENT MODELS IN STRUCTURAL DYNAMICS

机译:结构动力学中随机粘弹性有限元模型

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In this paper, a methodology of uncertainty propagation is investigated as related to constrained viscoelastic layers in the context of passive vibration damping. The uncertainties are introduced on multilayer plate finite elements by means of an original strategy which consists in introducing the perturbations after an adequate parameterisation of the mass and complex stiffness matrices. Such parameterisation scheme enables to perform iterative model updating, sensitivity analyses and uncertainty propagation analyses at a moderate computational cost since re-actualisation of the nominal global finite element matrices is not required. The design space is composed by both the parameters characterising the viscoelastic treatment and those of the base structure. The theoretical foundations related to the modelling of viscoelastic systems and stochastic finite element models are first reviewed, followed by a description of the parameterisation technique. Finally, numerical applications are presented to demonstrate the effectiveness of the proposed strategy for the robust design of structures incorporating viscoelastic materials.
机译:在本文中,如在被动减振的上下文相关的约束粘弹性层不确定性传播的方法进行了研究。的不确定性被引入上通过其由在大容量和复杂的刚度矩阵的适当参数化后引入扰动的原始策略的手段多层板有限元。这种参数化方案使得能够在适度的计算成本,因为不需要标称全球有限元矩阵的重新实现,执行迭代模型修正,灵敏度分析和不确定性传播分析。设计空间是由两个表征粘弹性处理的参数和那些基体结构构成。有关粘弹性系统和随机有限元模型的建模的理论基础是首先回顾,其次是参数化技术的描述。最后,数值应用程序呈现给验证了该策略用于将粘弹性材料结构的稳健设计的有效性。

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