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A novel weak form three-dimensional quadrature element solution for vibrations of elastic solids with different boundary conditions

机译:具有不同边界条件的弹性固体振动的新型弱形式三维正交元解

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Three-dimensional (3D) vibration behavior of elastic parallelepipeds, including beams, plates, and solids, is critical for a wide range of engineering applications. However, obtaining accurate 3D solutions of parallelepipeds is a relatively challenging task. In this paper, a novel and general 3D weak form quadrature element method (QEM) is presented for solutions of vibrations of parallelepipeds with different combinations of boundary conditions. The element stiffness and mass matrices are explicitly derived via the numerical integration together with the differential quadrature (DQ) law. A number of case studies on beams, thin and thick plates, and 3D solids with different combinations of boundary conditions have been conducted. The natural frequencies and mode shapes were in excellent agreement with existing results and data obtained by the finite element method with a very fine mesh. It is seen that the proposed 3D quadrature element is simple in formulations, computationally efficient and capable of capturing the 3D vibration behavior of parallelepipeds with high precision. In addition, some new frequencies and mode shapes are provided to augment the archived reference frequencies and mode shapes.
机译:弹性平行六面体(包括梁,板和实体)的三维(3D)振动行为对于广泛的工程应用至关重要。但是,获得平行六面体的准确3D解决方案是一项相对具有挑战性的任务。在本文中,提出了一种新颖且通用的3D弱形式正交元素方法(QEM),用于解决边界条件不同组合的平行六面体振动问题。单元刚度和质量矩阵是通过数值积分以及微分正交(DQ)定律明确得出的。已经对梁,薄板和厚板以及具有不同边界条件组合的3D实体进行了许多案例研究。固有频率和模态形状与现有结果和通过非常精细的网格通过有限元方法获得的数据非常吻合。可以看出,提出的3D正交单元的公式简单,计算效率高,并且能够以高精度捕获平行六面体的3D振动行为。另外,提供了一些新的频率和模式形状以增强存档的参考频率和模式形状。

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