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首页> 外文期刊>International journal of non-linear mechanics >Non-linear free vibration analysis of laminated cylindrical shells under static axial loading including accurate satisfaction of boundary conditions
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Non-linear free vibration analysis of laminated cylindrical shells under static axial loading including accurate satisfaction of boundary conditions

机译:静载荷作用下层合圆柱壳的非线性自由振动分析,包括边界条件的精确满足

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摘要

The effect of a static preload on the non-linear vibration behaviour of laminated anisotropic shells is studied. Starting point of the analysis is a perturbation approach developed earlier to analyse the nonlinear vibration behaviour of imperfect general structures under static preloading. This method is based on a perturbation expansion for both the frequency parameter and the dependent variables, and can be used to study the effects of geometric imperfections, a static fundamental state, and a non-trivial static state on the linearised and non-linear vibrations of cylindrical shells. The theory has been incorporated within a semi-analytical framework, based on Donnell-type governing equations. The approach is applied in the non-linear vibration analysis of laminated, anisotropic cylindrical shells. Special characteristics of the non-linear free vibration behaviour of statically, axially loaded cylindrical shells are shown for a specific composite shell. Internal resonances corresponding to interactions between first order modes and second order modes are found in the analysis. Novel aspect of the current work is that these phenomena are considered within a framework in which effects of various types of boundary conditions, including the effect of non-linear static state deformation due to the application of the static load, are accurately taken into account.
机译:研究了静态预紧力对各向异性各向异性壳非线性振动行为的影响。分析的起点是一种较早开发的扰动方法,用于分析不完整的常规结构在静态预紧力作用下的非线性振动行为。该方法基于频率参数和因变量的扰动展开,可用于研究几何缺陷,静态基本状态和非平凡静态对线性化和非线性振动的影响圆柱壳。该理论已基于Donnell型控制方程式纳入半分析框架。该方法应用于层状各向异性圆柱壳的非线性振动分析。对于特定的复合材料外壳,显示了静态,轴向加载的圆柱壳的非线性自由振动行为的特殊特征。在分析中发现了与一阶模式和二阶模式之间的相互作用相对应的内部共振。当前工作的新颖之处在于,在一个框架内考虑了这些现象,在该框架中,各种边界条件的影响,包括由于施加静载荷而引起的非线性静态变形的影响,都得到了准确考虑。

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