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Exact two-dimensional solutions for in-plane natural frequencies of laminated circular arches

机译:层合圆拱面内固有频率的精确二维解

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Exact analysis on the in-plane free vibration of simply supported laminated circular arches is carried out based on the two-dimensional theory of elasticity. The method of separation of variables is employed to expand all the variables into Fourier series about the longitudinal coordinate, so that the system of partial differential equations is reduced to the ordinary one about the radial coordinate. The state space method is used to derive a series of simultaneous first-order differential equations. Due to the variable coefficients posed by the radial coordinate, analytical solutions are rather unpractical, and hence the approximate laminate model is adopted to translate the state equation into the one with constant coefficients. The relation between the state vector at the inner and outer surface of the arch is finally obtained according to the continuity conditions at interfaces and the traction free conditions at the two lateral surfaces. The formulation is validated by comparing the present results to those available in literature. Effects of geometric parameters and stacking sequences on the natural frequencies of circular arches are investigated and discussed. Numerical results presented in this paper provide benchmarks for future analysis of circular arches. (C) 2008 Elsevier Ltd. All rights reserved.
机译:基于二维弹性理论,对简支叠层圆拱的平面内自由振动进行了精确分析。采用变量分离的方法,将所有变量围绕纵坐标展开为傅立叶级数,从而将偏微分方程组简化为关于径向坐标的普通方程组。状态空间方法用于导出一系列同时的一阶微分方程。由于由径向坐标引起的可变系数,解析解不太实用,因此采用近似叠层模型将状态方程转换为常数系数。最终,根据界面处的连续性条件和两个侧面的无牵引力条件,获得了足弓内外表面的状态矢量之间的关系。通过将当前结果与文献中的结果进行比较来验证配方。研究并讨论了几何参数和堆积顺序对圆拱固有频率的影响。本文提供的数值结果为将来的圆拱分析提供了基准。 (C)2008 Elsevier Ltd.保留所有权利。

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