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A Unified Approach of Free Vibration Analysis for Stiffened Cylindrical Shell with General Boundary Conditions

机译:一般边界条件加强圆柱壳自由振动分析的统一方法

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摘要

A unified approach of free vibration analysis for stiffened cylindrical shell with general boundary conditions is presented in this paper. The vibration of stiffened cylindrical shell is modeled mathematically involving the first-order shear deformation shell theory. The improved Fourier series is selected as the admissible displacement function while the arbitrary boundary conditions are simulated by adjusting the equivalent spring stiffness. The natural frequencies and modal shapes of the stiffened shell are obtained by solving the dynamic model with the Rayleigh-Ritz procedure. Various numerical results of free vibration analysis for stiffened cylindrical shell are obtained, including natural frequencies and modes under simply supported, free, and clamped boundary conditions. Moreover, the effects of stiffener on natural frequencies are discussed. Compared with several state-of-the-art methods, the feasibility and validity of the proposed method are verified.
机译:本文提出了一种具有一般边界条件的加强圆柱壳的自由振动分析的统一方法。加强圆柱形壳的振动在数学上建模,涉及一阶剪切变形壳理论。通过调节等效弹簧刚度模拟任意边界条件,选择改进的傅里叶系列作为允许的位移功能。通过用Rayleigh-Ritz程序求解动态模型来获得加强壳的自然频率和模态形状。获得加强圆柱壳的自由振动分析的各种数值结果,包括简单地支撑,自由和夹紧边界条件下的固有频率和模式。此外,讨论了加强筋对自然频率的影响。与几种最先进的方法相比,验证了该方法的可行性和有效性。

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  • 来源
    《Mathematical Problems in Engineering》 |2019年第15期|12.1-12.14|共14页
  • 作者单位

    Beijing Univ Technol Coll Mech Engn Beijing 100124 Peoples R China;

    Beijing Univ Technol Coll Mech Engn Beijing 100124 Peoples R China;

    Beijing Univ Technol Coll Mech Engn Beijing 100124 Peoples R China;

    Beihang Univ Sch Energy & Power Engn Beijing 100191 Peoples R China;

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