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Non-linear free vibration of elliptic sector plates by a curved triangular p-element

机译:椭圆三角形板的非线性扇形板的自由振动

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摘要

A curved triangular p-element is developed and applied to geometrically non-linear free vibration of isotropic elliptic sector plates. The formulation takes into account shear deformation, rotary inertia, and geometric non-linearity. The element can describe the geometry of the elliptic sector plate exactly and is therefore suitable for this type of plate. The shifted Legendre orthogonal polynomials are used as enriching hierarchic shape functions. The element stiffness and mass matrices are integrated numerically using the Gauss-Legendre quadrature. The non-linear equations of free motion are obtained using the harmonic balance method and solved iteratively by the linearized updated mode method. Numerical results for the linear and non-linear frequencies of clamped elliptic sector plates are obtained. The efficiency of the proposed p-element is demonstrated through convergence studies and comparisons with published results. The effects of the ellipse eccentricity, thickness ratio, and sector angle on the backbone curves are examined. It is shown that these parameters influence the hardening behavior.
机译:开发了弯曲的三角形p元素,并将其应用于各向同性椭圆扇形板的几何非线性自由振动。该公式考虑了剪切变形,旋转惯量和几何非线性。该元件可以准确地描述椭圆扇形板的几何形状,因此适用于这种类型的板。移位的Legendre正交多项式被用作丰富的层次形状函数。单元刚度和质量矩阵使用高斯-勒格德勒正交积分。使用谐波平衡法获得自由运动的非线性方程,并通过线性化更新模式方法迭代求解。获得了夹紧椭圆扇形板的线性和非线性频率的数值结果。通过收敛性研究和与已发表结果的比较证明了所提出的p元素的效率。检查了椭圆形偏心距,厚度比和扇形角对主干曲线的影响。结果表明,这些参数影响硬化行为。

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