轴向运动悬臂梁系统阻尼与边界条件试验
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    摘要:

    将轴向运动梁试验平台上处于滑槽以后的 梁简化为轴向运动的悬臂梁,先给出其平衡微分方程,再利用模态叠加法得出轴向运动梁 横向振动的离散微分方程。通过测试梁在不同长度下的第1阶固有频率,调整理论计算模型中 悬臂的长度以修正悬臂梁的边界条件。试验表明,梁的长度修正量与梁的悬臂长度无 相关性。使用对数衰减率法识别多个长度下梁的第1阶衰减系数表明,衰减系数随梁 悬臂长度的增加而下降,并通过数值拟合建立了衰减系数与梁长度的关系。修正后梁计算模 型的横向振动响应计算结果与测试结果吻合较好,验证了模型修正的有效性。

    Abstract:

    A beam which slides through a prismatic joint is considered as an axial ly moving cantilever beam. The transverse vibration equation is given and the di scretized equation of motion of the beam with timedependent coefficients is de r ived by the mode superposition method. The fixed boundary condition is modified by the adjustment of the cantilever length of the theoretical beam model with th e measured results of its first order natural frequencies under various cantilev er lengths. It is found that the correction lengths to the model beam have no ex plicit relationship with the cantilever lengths. The first order decay coefficie nts are identified by logarithmic decrement method and the decay coefficients of the beam decrease with the increase of the cantilever length. The calculated re sponses by the modified model agree well with the experimental results, which ve rify the effectiveness of the proposed model modification method.

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  • 收稿日期:2010-06-29
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