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Rigid inclusions in frictionless unilateral contact with the matrix: identification of maximum stiffness structures by means of BEM formulations and sensitivity analyses

机译:毫无摩擦的单侧接触与基质的刚性夹杂物:通过BEM配方和敏感性分析识别最大刚度结构

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The Authors present a Boundary Element procedure for the solution of 2D optimisation problems in the presence of unilateral contact interfaces. The position which a rigid inclusion must occupy within the matrix in order to maximise the structural stiffness of the matrix-inclusion system under prescribed external loads is identified. The matrix is considered linear elastic. A minimisation problem is stated with design variables representing the size and the shape of the inclusion. The cost function is an error function which evaluates the strain energy accumulated by the matrix-inclusion system. The minimisation is performed by using a first-order nonlinear optimisation technique in which the cost function gradient is computed by implicit differentiation. Two numerical examples are presented and discussed. In the first example a comparison between the proposed procedure, the finite difference technique and the analytical strategy is performed, whereas the second example deals with the determination of the position of an internal circular inclusion such as to maximise the structural stiffness of a plane strain plate under a prescribed load.
机译:作者呈现了一个边界元件,用于解决单侧接触界面存在的2D优化问题。刚性夹杂物必须在基质内占用的位置,以便在规定的外部载荷下最大化矩阵夹杂系统的结构刚度。矩阵被认为是线性弹性。最小化问题用表示尺寸和包含的形状的设计变量说明。成本函数是误差功能,其评估由矩阵夹杂系统累积的应变能量。通过使用一阶非线性优化技术来执行最小化,其中通过隐式差分计算成本函数梯度。提出并讨论了两个数值例子。在第一个示例中,所提出的程序之间的比较,执行有限差分技术和分析策略,而第二示例涉及确定内部圆形夹杂物的位置,例如最大化平面应变板的结构刚度在规定的载荷下。

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