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Timoshenko beam with uncertainty on the boundary conditions

机译:Timoshenko梁在边界条件上具有不确定性

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摘要

In mechanical system modeling, uncertainties are present and, to improve the predictability of the models, they should be taken into account. This work discusses uncertainties present in boundary conditions using the model of a vibrating Timoshenko beam, free in one end and pinned with rotation constrained by a linear elastic torsional spring in the other end. The Finite Element Method is used to discretize the system and two probabilistic approaches are considered to model the uncertainties: (1) the stiffness of the torsional spring is taken as uncertain and a random variable is associated to it (parametric probabilistic approach); (2) the whole stiffness matrix is considered as uncertain and a probabilistic model is constructed for the associated random matrix (nonparametric probabilistic approach). In both approaches, the probability density functions are deduced from the Maximum Entropy Principle. In the first approach only the uncertainty of a parameter is taken into account, and in the second approach, the uncertainties of the model are taken into account, globally. Both approaches are compared and their capability to improve the predictability of the system response is discussed.
机译:在机械系统建模中,存在不确定性,为提高模型的可预测性,应将其考虑在内。这项工作使用一个振动的Timoshenko梁模型来讨论边界条件中存在的不确定性,该模型的一端是自由的,另一端是受线性弹性扭转弹簧约束的旋转固定的。有限元法用于离散化系统,并考虑了两种概率方法来对不确定性进行建模:(1)扭转弹簧的刚度被认为是不确定的并且与之相关的是一个随机变量(参数概率方法); (2)整个刚度矩阵被认为是不确定的,并为相关的随机矩阵构建了一个概率模型(非参数概率方法)。在这两种方法中,概率密度函数都是从最大熵原理推导出来的。在第一种方法中,仅考虑参数的不确定性,在第二种方法中,全局考虑模型的不确定性。比较了这两种方法,并讨论了它们提高系统响应的可预测性的能力。

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