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Stochastic Finite Element Analysis of Plates with Damping Layers with Uncertain Properties

机译:具有不确定性能阻尼层的板式有限元分析

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Vibration control of structures by application of surface viscoelastic damping treatments has received considerable attention. Existing works generally treat the geometric and material properties of the damping layer as deterministic parameters. Little work has been done regarding surface damping treatments with variable properties. In this paper we consider the modal properties of plates with random spatial variation of the damping layer properties. The effects of this variation on the system natural frequencies, modal loss factors, and mode shapes are investigated. The analysis makes use of stochastic finite element modeling. In this approach, the continuously varying random parameters are discretized using a local averaging technique. These results are then combined with a random perturbation procedure based upon traditional finite element methods. Results are presented for the example of a cantilever plate. Variations in the natural frequencies and modal loss factors are reported in the form of mean values and standard deviations. Results obtained for the natural frequencies are similar to those for an undamped plate, as described in a companion paper. Standard deviations of the modal loss factors are found to vary from mode to mode. They do not increase monotonically with increasing mode number, as do the natural frequencies.
机译:通过施加表面粘弹性阻尼处理结构的振动控制受到了相当大的关注。现有的作品通常将阻尼层的几何和材料特性视为确定性参数。对于具有可变性质的表面阻尼处理,已经完成了一点工作。在本文中,我们考虑了具有阻尼层性能随机空间变化的板的模态性质。研究了这种变化对系统的自然频率,模态损耗因子和模式形状的影​​响。分析利用随机有限元建模。在这种方法中,使用本地平均技术离散地分离不断变化的随机参数。然后基于传统的有限元方法与随机扰动过程结合这些结果。提出了悬臂板的示例的结果。以平均值和标准偏差的形式报告了自然频率和模态损耗因子的变化。如伴随纸上所述,对固有频率获得的结果类似于稳定板的结果。发现模态损耗因子的标准偏差从模式到模式不同。它们不会随着模式数量的增加而单调地增加,自然频率也是如此。

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