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A stochastic perturbation finite element-least square point interpolation method for the analysis of uncertain structural-acoustics problems with random variables

机译:随机扰动有限元-最小二乘方点插值法求解不确定随机变量的结构声学问题

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摘要

In this paper, a novel stochastic perturbation finite element-least square point interpolation method (SP-FE-LSPIM) is introduced to improve the calculation accuracy for analyzing structural-acoustics problems. Inherited the element-compatibility of finite element method and the quadratic polynomial completeness of LSPIM, the present method obtains the global shape function for partition of unity (PU) and the least square point interpolation for local approximation. Besides, a first-order perturbation technique is also introduced into this theory for probabilistic analyzing. Thus, the response of the coupled systems can be expressed simply as a linear function of all pre-defined input variables by using the change-of-variable techniques. Due to the linear relationships between variables and the response, the probability density function and the cumulative probability density function of response can be obtained based on a simple mathematical transformation of probability theory. So the proposed approach not only improves the numerical accuracy of deterministic output quantities with respect to a given random variable, but also handles the randomness well in the systems. One numerical example for frequency response analysis of random structural-acoustics is presented and verified by Monte Carlo (MC) simulation and stochastic perturbation finite element method (SP-FEM) to demonstrate the effectiveness of the present method.
机译:本文提出了一种新的随机摄动有限元最小二乘方点插值方法(SP-FE-LSPIM),以提高分析结构声学问题的计算精度。继承了有限元方法的单元相容性和LSPIM的二次多项式完备性,该方法获得了用于单位划分(PU)的全局形状函数和用于局部逼近的最小二乘点插值。此外,该理论还引入了一阶微扰技术进行概率分析。因此,通过使用可变技术,耦合系统的响应可以简单地表示为所有预定义输入变量的线性函数。由于变量与响应之间存在线性关系,因此可以基于概率论的简单数学变换来获得响应的概率密度函数和累积概率密度函数。因此,所提出的方法不仅提高了相对于给定随机变量的确定性输出量的数值精度,而且还很好地处理了系统中的随机性。给出了一个随机结构声学频率响应分析的数值例子,并通过蒙特卡洛(MC)仿真和随机摄动有限元方法(SP-FEM)进行了验证,以证明该方法的有效性。

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