The buckling of shells subject to radial impulse loading has been stud
ied by many investigators, and it is well known that the severity of t
he buckling response is greatly amplified by initial geometrical imper
fections in the shell shape. Traditionally, these imperfections have b
een modeled stochastically. In this study convex models provide a conv
enient alternative to probabilistic representation of uncertainty. Con
vex models are well suited to the limitations of the available informa
tion on the nature of the geometrical uncertainties. An ellipsoidal co
nvex model is employed and the maximum pulse response is evaluated. Th
e ellipsoidal convex model is based on three types of information conc
erning the initial geometrical uncertainty of the shell: (1) which mod
e shapes contribute to the imperfections, (2) bounds on the relative a
mplitudes of these modes, and (3) the magnitude of the maximum initial
deviation of the shell from its nominal shape. The convex model analy
sis yields reasonable results in comparison with a probabilistic analy
sis due to Lindberg (1992a,b). We also consider localized imperfection
s of the shell. Results with a localized envelope-bound convex model i
ndicate that very small regions of localized geometrical imperfections
result in buckling damage which is a substantial fraction of the dama
ge resulting from full circumferential initial imperfection.