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Numerical modelling and experimental determination of vibration characteristics of cylindrical shell with nonuniform stiffeners

机译:不均匀加劲肋圆柱壳振动特性的数值模拟和实验确定

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摘要

Cylindrical shell with nonunifrom stiffeners can be designed according to the position of excitation force to minimize the structural vibration. The meaning of nonuniform stiffeners in the paper contains two aspects: nonuniform stiffeners height and nonuniform stiffeners spacing. In this work, the effect and the mechanism of vibration reduction of nonuniform stiffeners are discussed based on the changes of excitation force position, nonuniform stiffeners height and nonniform stiffeners spacing. The results of numerical analysis illustrate when nonuniform stiffeners with large stiffeners are close to the excitation, the structure vibration is small because of the decreasing input vibration power; the effect of vibration reduction to change nonuniform stiffeners heights is more effective than that to change nonuniform stiffeners spacing. The rationality of the model and the effectiveness of nonuniform stiffeners on minimizing structural vibration are proved by experiment in the end.
机译:可以根据激振力的位置设计具有非均匀加强筋的圆柱壳,以最大程度地减少结构振动。本文中不均匀加劲肋的含义包括两个方面:不均匀加劲肋高度和不均匀加劲肋间距。本文根据激振力位置,不均匀加劲肋高度和不均匀加劲肋间距的变化,探讨了不均匀加劲肋的减振效果和机理。数值分析结果表明,当加劲肋较大的非均匀加劲肋靠近激励时,由于输入振动功率的减小,结构振动较小。减振对改变不均匀加劲肋高度的影响比改变不均匀加劲肋间距的效果更有效。最后通过实验证明了该模型的合理性以及非均匀加劲肋在减小结构振动方面的有效性。

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