1958
DOI: 10.1121/1.1909682
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Elastic Strain Produced by Sudden Application of Pressure to One End of a Cylindrical Bar. I. Theory

Abstract: A double transform method is used to solve the problem of determining the elastic strain in a semi-infinite cylindrical bar with a stress free lateral surface, subject to the end conditions that the stress applied normally to the end is uniform and has a step function time dependence and that the radial displacement at the end is always zero. The exact solution appears as a sum of Fourier integrals whose integrands have the form of Pochhammer-Chree waves. These integrals cannot be evaluated in general by simpl… Show more

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Cited by 74 publications
(12 citation statements)
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“…The elementary 1-D theory of wave propagation in bars, and also some more advanced theories that consider wave dispersion due to lateral inertia effects [1,2,3], do not tackle this problem. Rather they investigate wave propagation at large distances from the bar end [4].…”
Section: Introductionmentioning
confidence: 99%
“…The elementary 1-D theory of wave propagation in bars, and also some more advanced theories that consider wave dispersion due to lateral inertia effects [1,2,3], do not tackle this problem. Rather they investigate wave propagation at large distances from the bar end [4].…”
Section: Introductionmentioning
confidence: 99%
“…It should be noted that for each value of x/t, k" is double valued. Associated with the lower values are the low frequency modes, which are of large amplitude, while the higher values yield the low amplitude high frequency modes [15]. For the low frequency modes (iZ2<a/d02) is rather small and therefore a third order solution is required, while for the high frequency modes ((ViQ/d.&2) is "sufficiently large", and the second order solutions suffice.…”
Section: X)/;mentioning
confidence: 99%
“…Vales et al (1996) completed the exact solution started by Skalak and extended Skalak's decomposition to the near field with extensive numerical calculations. Folk et al (1958) investigated a single semi-infinite bar with mixed end conditions excited by a step function.…”
Section: Introductionmentioning
confidence: 99%