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首页> 外文期刊>International journal of non-linear mechanics >Large Amplitude Free Vibration Of Shear Deformable Laminated Composite Annular Sector Plates By A Sectorp-element
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Large Amplitude Free Vibration Of Shear Deformable Laminated Composite Annular Sector Plates By A Sectorp-element

机译:扇形单元的剪切可变形层状复合环形扇形板的大振幅自由振动

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A sector p-element is presented for the large amplitude free vibration analysis of laminated composite annular sector plates. The effects of out-of-plane shear deformations, rotary inertia, and geometric non-linearity are taken into account. The shape functions are derived from the shifted Legendre orthogonal polynomials. The element stiffness and mass matrices are integrated analytically with the aid of symbolic computing. The method consists of modeling the annular sector plate as one element. The accuracy of the solution is improved simply by increasing the polynomial order. The time-dependent coefficients are described by a truncated Fourier series. The equations of free motion are obtained using the harmonic balance method and solved by the linearized updated mode method. Results for the linear and non-linear frequencies of clamped laminated composite annular sector plates are obtained. The case of a clamped isotropic annular sector plate is also shown. The linear frequencies are found to converge rapidly downwards as the polynomial order is increased. Comparisons of the linear frequencies with published results show excellent agreement. The effects of sector angle, inner-to-outer radius ratio, thickness-to-outer radius ratio, moduli ratio, number of plies, and layup sequence on the backbone curves are also investigated. It is shown that the hardening behavior increases or decreases depending on geometric and lamination parameters.
机译:提出了扇形p元素,用于层状复合环形扇形板的大振幅自由振动分析。考虑了平面外剪切变形,旋转惯量和几何非线性的影响。形状函数是从移位的Legendre正交多项式导出的。单元刚度和质量矩阵在符号计算的帮助下进行了分析集成。该方法包括将环形扇形板建模为一个元素。简单地通过增加多项式阶数可以提高解的精度。时间相关系数由截短的傅立叶级数描述。使用谐波平衡法获得自由运动方程,并通过线性化更新模式法求解。获得了夹紧的层压复合环形扇形板的线性和非线性频率的结果。还示出了夹紧的各向同性环形扇形板的情况。随着多项式阶数的增加,线性频率迅速向下收敛。线性频率与已公布结果的比较显示出极好的一致性。还研究了扇形角,内外半径比,厚度外半径比,模数比,层数以及主链曲线的排列顺序。结果表明,硬化行为根据几何和层压参数而增加或减少。

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