“…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 =…”