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Optimal Actuator Placement and Static Load Compensation for Euler-Bernoulli Beams with Spatially Distributed Inputs ?

机译:具有空间分布输入的Euler-Bernoulli梁的最佳执行器位置和静载荷补偿

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Adaptive structures in civil engineering are based on active structural elements. In this paper, an active beam element is considered with potentially multiple fluidic inputs spatially distributed over the beam’s length. It is modeled by a one-dimensional beam equation. The inputs are realized as torque inputs, where the torque is proportional to the pressure of the fluid. A method to calculate the optimal input values analytically depending on a given static load case is presented in the first part of the paper. In the second part, by generalizing the static load using a sufficient number of discrete loads evenly distributed along the beam, optimal actuator positions can be calculated for a given number of actuators. The cost function is based on extending the idea of the Gramian compensability matrix to systems governed by spatially distributed ordinary differential equations. Since the number of actuators can be a design variable, this yields a Pareto front supporting the user in selecting an appropriate number. A fluidic actuator serves as example to illustrate the potential of the proposed placement algorithm.
机译:土木工程中的自适应结构基于主动结构元素。在本文中,有源梁单元被认为具有在梁的长度上空间分布的多个流体输入。它由一维束方程建模。输入被实现为扭矩输入,其中扭矩与流体压力成比例。本文的第一部分介绍了一种根据给定的静态载荷情况来解析计算最佳输入值的方法。在第二部分中,通过使用沿梁均匀分布的足够数量的离散载荷来概括静载荷,可以为给定数量的致动器计算最佳致动器位置。成本函数基于将Gramian可补偿性矩阵的概念扩展到由空间分布的常微分方程控制的系统。由于执行器的数量可以是一个设计变量,因此产生了帕累托阵线,支持用户选择合适的数量。以流体致动器为例来说明所提出的放置算法的潜力。

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