2015
DOI: 10.1016/j.jappmathmech.2015.07.009
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An asymmetric tangential load on the boundary of an elastic half-space

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Cited by 2 publications
(3 citation statements)
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“…From a comparison of the oscillograms of the normal stress p + q (Fig. 2), it can be seen that the stresses at points 1, 2, 3 appear simultaneously and at the initial stage of the change, on the whole, repeat profile of the loading specified by the boundary action (6). A significant increase of the amplitude p + q at points 1, 4 and a decrease in the maximum compressive stresses at points 3, 6 are due to the different nature of the reflection of the load wave from the fixed and free sections of the strip boundary h x 100 1 =…”
Section: Analysis Of Calculation Resultsmentioning
confidence: 97%
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“…From a comparison of the oscillograms of the normal stress p + q (Fig. 2), it can be seen that the stresses at points 1, 2, 3 appear simultaneously and at the initial stage of the change, on the whole, repeat profile of the loading specified by the boundary action (6). A significant increase of the amplitude p + q at points 1, 4 and a decrease in the maximum compressive stresses at points 3, 6 are due to the different nature of the reflection of the load wave from the fixed and free sections of the strip boundary h x 100 1 =…”
Section: Analysis Of Calculation Resultsmentioning
confidence: 97%
“…The computational process is carried out in time steps. The time step k is selected in accordance with the necessary stability conditions of used explicit finite difference scheme [6] The study of stability has shown that the grid ratio k/h equaled 0.5, provides stable results for a sufficiently large time interval under multiple reflections and diffractions of waves. In fact, the calculation was carried out to t = 600k.…”
Section: Analysis Of Calculation Resultsmentioning
confidence: 99%
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