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Flexural and torsional non-linear free vibrations of beams using a p-version finite element

机译:使用p型有限元的梁的挠曲和扭转非线性自由振动

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A p-version beam finite element with hierarchic basis functions and which may experience longitudinal, torsional and bending deformations in any plane is employed to investigate the geometrically non-linear vibrations of beams. Clamped-clamped, isotropic and elastic beams of circular cross section are analysed. The geometrical non-linearity is taken into account by considering a simplified version of Green's strain tensor. The stiffness matrix and the consistent mass matrix are derived using the principles of d'Alembert and of the virtual work. The harmonic balance method is employed to map the equations of motion to the frequency domain and the resulting algebraic non-linear system of equations is solved by a continuation method. Assuming a Fourier series where the constant term and the first three harmonics are considered it is concluded that internal resonances appear both in bending and torsion.
机译:具有分层基函数且在任何平面上都可能经历纵向,扭转和弯曲变形的p版本梁有限元用于研究梁的几何非线性振动。分析了圆形截面的夹紧梁,各向同性梁和弹性梁。通过考虑格林应变张量的简化形式来考虑几何非线性。刚度矩阵和一致质量矩阵是使用d'Alembert和虚拟功的原理导出的。采用谐波平衡法将运动方程映射到频域,并通过连续法求解所得的代数非线性方程组。假设考虑了常数项和前三个谐波的傅立叶级数,可以得出结论,内部共振在弯曲和扭转中均会出现。

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