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首页> 外文期刊>Latin American Journal of Solids and Structures >Axial Static Load Dependence Free Vibration Analysis of Helical Springs Based on the Theory of Spatially Curved Bars
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Axial Static Load Dependence Free Vibration Analysis of Helical Springs Based on the Theory of Spatially Curved Bars

机译:基于空间弯曲杆理论的螺旋弹簧轴向静载荷相关自由振动分析

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摘要

This work addresses an accurate and detailed axial static load dependence linearly elastic free vibration analysis of cylindrical helical springs based on the theory of spatially curved bars and the transfer matrix method. For a continuous system, governing equations comprise coupled vibration modes namely transverse vibrations in two orthogonal planes, torsional and axial vibrations. The axial and shear deformation effects together with the rotatory inertia effects are all considered based on the first order shear deformation theory and their effects on the frequencies are investigated. The effects of the initial stress resultants on the frequencies are also studied. After buckling, forward-shifting phenomenon of higher frequencies is noticeably demonstrated. It is also revealed that a free/forced vibration analysis with an axial static load should not be performed individually without checking buckling loads.
机译:这项工作基于空间曲杆理论和传递矩阵法,对圆柱螺旋弹簧的轴向静载荷相关的线性弹性自由振动进行了精确而详细的分析。对于连续系统,控制方程包括耦合振动模式,即两个正交平面中的横向振动,扭转和轴向振动。基于一阶剪切变形理论,都考虑了轴向和剪切变形效应以及旋转惯性效应,并研究了它们对频率的影响。还研究了初始应力合成对频率的影响。屈曲后,明显显示出更高频率的前移现象。还表明,在没有检查屈曲载荷的情况下,不应单独进行带有轴向静载荷的自由/强迫振动分析。

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