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Analysis and Optimization of Dynamically Loaded Reinforced Plates by the Coupled Boundary and Finite Element Method

机译:边界与有限元耦合分析与优化动筋板

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The aim of the present work is to analyze and optimize plates in plane strain or stress with stiffeners subjected to dynamic loads. The reinforced structures are analyzed using the coupled boundary and finite element method. The plates are modeled using the dual reciprocity boundary element method (DR-BEM) and the stiffeners using the finite element method (FEM). The matrix equations of motion are formulated for the plate and stiffeners. The equations are coupled using conditions of compatibility of displacements and equilibrium of tractions along the interfaces between the plate and stiffeners. The final set of equations of motion is solved step-by-step using the Houbolt direct integration method. The direct solutions are displacements and tractions for boundary and interface nodes in each time step. The aim of optimization is to find the optimal lengths and locations of stiffeners. The objective functions, which characterize strength and stiffness, depend on displacements or tractions. The optimization problem is solved using an evolutionary method. The results of the dynamic analysis by the proposed method are compared with the solutions computed by the professional finite element code, showing a very good agreement. As the result of optimization, an improvement of dynamic response is obtained, in comparison with an initial design.
机译:本工作的目的是利用承受动态载荷的加劲肋来分析和优化板在平面应变或应力下的应力。使用耦合边界和有限元方法来分析加固结构。使用双重互易边界元法(DR-BEM)和加劲肋使用有限元法(FEM)对板进行建模。为平板和加劲肋制定了运动矩阵方程。使用位移的相容性和沿着板与加劲肋之间的界面的牵引力平衡的条件来耦合方程。使用Houbolt直接积分方法逐步解决了最终的运动方程组。直接的解决方案是每个时间步中边界和界面节点的位移和牵引力。优化的目的是找到加劲肋的最佳长度和位置。表征强度和刚度的目标函数取决于位移或牵引力。使用进化方法解决了优化问题。将所提出的方法进行动力分析的结果与由专业有限元代码计算的解进行比较,显示出很好的一致性。作为优化的结果,与初始设计相比,动态响应得到了改善。

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