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Flexural waves in fluid-filled tubes subject to axial impact

机译:充液管中的弯曲波会受到轴向冲击

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摘要

We experimentally studied the propagation of coupled fluid stress waves and tube flexural waves generated through projectile impact along the axis of a water filled tube. We tested mild steel tubes, 38-40 mm inner diameter and wall thickness of 0.8, 6.4, and 12.7 mm. A steel impactor was accelerated using an air cannon and struck a polycarbonate buffer placed on the top water surface within the tube. Elastic flexural waves were observed for impact speeds of 5-10 m/s and plastic waves appeared for impact speeds approaching 20 m/s for a 0.8 mm thickness tube. We observed primary wave speeds of 1100 m/s in a 0.8 mm thickness tube, increasing to the water sound speed with 6.4 and 12.7 mm thickness tubes. Comparison of our measurements in the 0.8 mm thickness tube with Skalak's water hammer theory indicates reasonable agreement between predicted and measured peak strains as a function of the impact buffer speed. For thick-wall tubes, the correlation between experimentally determined peak pressures and strains reveals the importance of corrections for the through-wall stress distribution.
机译:我们通过实验研究了耦合的流体应力波和通过挠性冲击沿充水管的轴线产生的管弯曲波的传播。我们测试了内径38-40毫米,壁厚分别为0.8、6.4和12.7毫米的低碳钢管。钢制撞击器使用空气炮加速,并撞击了放置在试管顶部水面上的聚碳酸酯缓冲液。对于厚度为0.8 mm的管,在5-10 m / s的冲击速度下观察到弹性弯曲波,而在接近20 m / s的冲击速度下出现塑性波。我们在0.8毫米厚的管中观察到1100 m / s的主波速度,在6.4和12.7毫米厚的管中增加到水声速度。我们用Skalak的水锤理论在0.8 mm厚的管中进行的测量比较表明,预测和测量的峰值应变之间的合理一致性是冲击缓冲速度的函数。对于厚壁管,实验确定的峰值压力和应变之间的相关性揭示了校正通孔应力分布的重要性。

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