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Stiffness and buckling optimization of thin plates with BEM

机译:BEM对薄板的刚度和屈曲优化

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The thickness optimization is used to maximize the stiffness or the buckling load of a Kirchhoff plate having constant volume. The shape of the plate is arbitrary and it is subjected to any type of admissible boundary conditions. The optimization consists in establishing the thickness variation law, for which either the stiffness of the plate or the buckling load is maximized. Beside the equality constraint of constant volume, the thickness variation is subjected also to inequality constraints resulting from serviceability requirements (upper and lower thickness bounds) as well as from the condition that the Kirchhoff plate theory remains valid. The latter constraint is new and it is derived herein by approximating the plate with a three-dimensional prismatic elastic body having curved upper and lower surface. The optimization problem is solved using the sequential quadratic programming algorithm. The bending and the plane stress problem of a plate with variable thickness, required for the evaluation of the objective function, are solved using the analog equation method. The thickness is approximated using integrated radial basis functions that approximate accurately not only the thickness function but also its first and second derivatives involved in the plate equation and in the constraints. Several plate optimization problems have been studied giving realistic and meaningful optimum designs without violating the validity of the thin plate theory.
机译:厚度优化用于最大化具有恒定体积的Kirchhoff板的刚度或屈曲载荷。板的形状是任意的,并且可以经受任何类型的允许边界条件。优化包括建立厚度变化定律,为此,板的刚度或屈曲载荷都将最大化。除了恒定体积的等式约束之外,厚度变化还受到不等式约束的影响,该不等式约束是由可维修性要求(厚度上限和下限)以及基尔霍夫板理论保持有效的条件引起的。后者的约束是新的,在此是通过用具有弯曲的上,下表面的三维棱柱形弹性体近似板而得出的。使用顺序二次规划算法解决了优化问题。使用模拟方程方法可以解决目标函数评估所需的厚度可变的板的弯曲和平面应力问题。使用集成的径向基函数可以对厚度进行近似,该函数不仅可以精确地近似厚度函数,还可以精确地近似板方程和约束中涉及的一阶和二阶导数。在不违反薄板理论的有效性的前提下,研究了几种板的优化问题,给出了现实而有意义的优化设计。

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