“…The material properties of the two constituents are E 1 = 200 GPa, E 2 = 5 GPa, 1 = 2 = 8000 kg=m 3 , and = 0:5. The calculated homogenized material properties are: E 0 = 9:76 GPa, The bar is subjected to an impact load q(t) = q 0 a 0 t 4 (t − T ) 4 [1 − h(t − T )] at l = 1 m, where T is the duration of the impact pulse, q 0 = −50 K N and a 0 is scaled in such a way that 06q(t)6q 0 . The time-varying displacements at x = 0:5 m are plotted in Figures 4 and 5, which correspond to pulse duration T = 62:83 and 15:71 s, respectively.…”