Finite element analyses were conducted to analyze the dynamic response
of an unbalanced sandwich beam, a balanced sandwich beam, and a balan
ced sandwich plate subject to a low energy impact. In particular, stra
in versus time history, failure location and mode, and the influence o
f an existing delamination crack on the failure were investigated. It
was found that, in the presence of a small delamination crack, the fai
lure load of a sandwich composite structure increased compared to that
of the non-delaminated structure. For a small crack, failure under im
pact loading was core shearing, that occurred away from the crack tip.
However, as the delamination crack length increased, the core shearin
g failure occurred at the crack tip under a reduced impact load. Thus,
the failure location shifted moving away from the crack tip to the cr
ack tip as the delamination crack size increased from a small size to
a large size. The failure load for a large crack structure was signifi
cantly smaller than that of the non-delaminated structure. Core sheari
ng failure was followed by delmaination at the core/faceplate interfac
es. When the initial delamination crack size became longer than half o
f the beam length, the crack further propagated through the interface.
Furthermore, a delamination crack did not result in a substantial inc
rease in the maximum deflection compared to that of the non-delaminate
d specimen. Thus, detection of delamination cracks was difficult from
the deflection measurement under a low energy impact. Finally, the eff
ect of crack surface friction on the dynamic behaviour and failure of
the sandwich structures was small.