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Exact solutions for the free vibrations and buckling of rectangular plates with linearly varying in-plane loading

机译:具有线性变化的面内载荷的自由振动和弯曲的精确解决方案

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An exact solution procedure is formulated for the free vibration and buckling analysis of rectangular plates having two opposite edges simply supported when these edges are subjected to linearly varying normal stresses. The other two edges may be clamped, simply supported or free, or they may be elastically supported. The transverse displacement (w) is assumed as sinusoidal in the direction of loading (x), and a power series is assumed in the lateral (y) direction (i.e., the method of Frobenius). Applying the boundary conditions yields the eigenvalue problem of finding the roots of a fourth order characteristic determinant. Care must be exercised to obtain adequate convergence for accurate vibration frequencies and buckling loads, as is demonstrated by two convergence tables. Some interesting and useful results for vibration frequencies and buckling loads, and their mode shapes, are presented for a variety of edge conditions and in-plane loadings, especially pure in-plane moments.
机译:为具有两个相对边缘的矩形板的自由振动和屈曲分析配制了精确的解决方案,当这些边缘进行线性变化的正常应力时,矩形板的自由振动和屈曲分析。另外两个边缘可以夹紧,简单地支撑或自由,或者它们可以弹性地支撑。横向位移(W)被认为是在装载(x)方向上的正弦,并且在横向(Y)方向上假设动力序列(即,Frobenius的方法)。施加边界条件产生发现四阶特征决定簇的根部的特征值问题。必须练习护理以获得准确的振动频率和屈曲载荷的充足的收敛性,如两个收敛表所示。振动频率和屈曲负载的一些有趣和有用的结果以及它们的模式形状,适用于各种边缘条件和面内载荷,尤其是纯平面的内部矩。

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