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Transient response of stochastic finite element systems using Dynamic Variability Response Functions

机译:动态变化响应函数的随机有限元系统的瞬态响应

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In this study a methodology is presented for effective analysis of dynamic systems with stochastic material properties. The concept of dynamic mean and variability response functions, recently established for linear stochastic single degree of freedom oscillators, is extended to general finite element systems such as statically indeterminate beam/frame structures and plane stress problems, leading to closed form integral expressions for their dynamic mean and variability response. The integrand of these integral expressions involves the spectral density function of the uncertain material properties and the so called dynamic mean and variability response functions respectively, which are assumed to be deterministic, i.e. independent of the power spectrum as well as the marginal pdf of the uncertain parameters. A finite element method-based fast Monte Carlo simulation procedure is used for the accurate and efficient numerical evaluation of these functions. In order to demonstrate the validity of the proposed procedure, the results obtained using the aforementioned integral expressions are compared to brute-force Monte Carlo simulation. As a further validation of the assumption of independence of the variability response function to the stochastic parameters of the problem, the concept of the generalized variability response function was applied and compared to the steady state dynamic variability response function. The methodology is applied in a dynamically loaded statically indeterminate beam/frame structure and a plane stress problem. The dynamic mean and variability response functions, once established, can be used to perform sensitivity/parametric analyses with respect to various probabilistic characteristics involved in the problem (i.e., correlation distance, standard deviation) and to establish realizable upper bounds on the dynamic mean and variance of the response, at practically no additional computational cost.
机译:在这项研究中,提出了一种用于对具有随机材料特性的动态系统进行有效分析的方法。最近为线性随机单自由度振荡器建立的动态均值和变异性响应函数的概念扩展到一般有限元系统,例如静态不确定梁/框架结构和平面应力问题,从而导致其动态的闭合形式积分表达式均值和变异性响应。这些积分表达式的被积分分别涉及不确定材料特性的光谱密度函数以及所谓的动态均值和变异性响应函数,它们被认为是确定性的,即独立于功率谱以及不确定的边际pdf参数。基于有限元方法的快速蒙特卡洛仿真程序可用于对这些函数进行准确而有效的数值评估。为了证明所提出程序的有效性,将使用上述积分表达式获得的结果与蛮力蒙特卡洛模拟进行了比较。为了进一步验证可变性响应函数对问题的随机参数具有独立性的假设,应用了广义可变性响应函数的概念并将其与稳态动态可变性响应函数进行比较。该方法应用于动态加载的静态不确定梁/框架结构和平面应力问题。动态均值和变异性响应函数一旦建立,就可以用于针对问题所涉及的各种概率特征(即相关距离,标准差)执行敏感性/参数分析,并在动态均值和可变均值上建立可实现的上限。响应的变化,几乎没有额外的计算成本。

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