Agree that "curve" helps for internal or external pressures, but thin or weak pipes are not as stable in an of themselves re internal vs external pressures. E.g. could it not be that a 60" 0.5" mt 42 ksi YS pipe might readily handle say 525 psi internal pressure at 75% of YS, but be in danger of collapse or buckling (if not internally pressurized at the same time or externally stabilized, with ring girders or earth) at only say 30 psi or far less uniform external pressure? Of course as well, only small sectors of particularly large vessels or pipes really don't have much of a "curve" to them, and I guess even quite large pipes are most frequently a little thinner than submarines. All have a good weekend.