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Elasticity solution for vibration of generally laminated beams by a modified Fourier expansion-based sampling surface method

机译:改进的基于傅立叶展开的采样面方法求解一般层合梁振动的弹性解

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A modified Fourier expansion-based sampling surface (MFE-SaS) method for the vibration analysis of generally laminated beams with arbitrary boundary conditions is presented. The method combines the advantages of the sampling surface (SaS) method with those of the modified Fourier expansion (MFE). The formulation is based on the two-dimensional theory of elasticity. In this method, a certain number of non-equally spaced sampling surfaces which parallel to the beam midsurface are primarily collocated in each layer of the beam and, the displacements of these surfaces are introduced as fundamental beam unknowns. This fact gives the opportunity to derive the elasticity solutions for a thick beam with a prescribed accuracy by utilizing a sufficiently large number of sampling surfaces. The desired solutions are obtained by the variational operation. Several examples are given to demonstrate the convergency, accuracy and flexibility of the present method. (C) 2016 Elsevier Ltd. All rights reserved.
机译:提出了一种改进的基于傅立叶展开的采样面(MFE-SaS)方法,用于分析任意边界条件下的层合梁的振动。该方法结合了采样表面(SaS)方法的优点和改进的傅里叶展开(MFE)的优点。该公式基于二维弹性理论。在这种方法中,平行于光束中表面的一定数量的非等距采样表面主要位于光束的每一层中,这些表面的位移被引入作为基本光束未知量。这一事实提供了通过利用足够多的采样表面来以规定的精度导出厚梁的弹性解的机会。通过变分操作获得所需的解决方案。给出几个例子来证明本方法的收敛性,准确性和灵活性。 (C)2016 Elsevier Ltd.保留所有权利。

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