The nonhomogenized dynamic method of cells (NHDMOC) method uses a trun
cated expansion for the particle displacement field: the expansion par
ameter is the local cell position vector. We derive and numerically so
lve the NHDMOC equations for the first-, second-, and third-order expa
nsions, appropriate for modeling a plate-impact experiment. All materi
als are linear elastic. The performance of the NHDMOC is tested at eac
h order for its ability to resolve the shock wave front as it propagat
es through a homogeneous target. The same performance is again tested
fora shock propagating through a bilaminate target. We gives only a qu
alitative description of the propagating stress wave; the second-order
theory performs much better; and the third-order theory gives small r
efinements over the second-order theory. In the third-order theory the
stress is nearly always continuous across material boundaries, wherea
s in first-order, one commonly encounters substantial stress discontin
uities. The first-order theory requires a considerable finer computati
onal grid to achieve the same satisfactory representation of the wave
profile as the third-order theory. Thus very little computational time
is saved by using it. The numerical (unphysical) oscillations inheren
t in these calculations are largely reduced in the third-order theory,
again indicating the rapid convergence of the displacement series. (C
) 1998 Elsevier Science B.V. All rights reserved.