In this paper we initiate a program of rigorous analytical investigation of the paradoxical buckling behavior of circular cylindrical shells under axial compression. This is done by the development and systematic application of general theory of "near-flip" buckling of 3D slender bodies to cylindrical shells. The theory predicts scaling instability of the buckling load due to imperfections of load. It also suggests a more dramatic scaling instability caused by shape imperfections. The experimentally determined scaling exponent 1.5 of the critical stress as a function of shell thickness appears in our analysis as the scaling of the lower bound on safe loads given by the Korn constant. While the results of this paper fall short of a definitive explanation of the buckling behavior of cylindrical shells, we believe that our approach is capable of providing reliable estimates of the buckling loads of axially compressed cylindrical shells.
IntroductionA circular cylindrical shell loaded by an axial compressive stress will buckle producing a variety of buckling patterns [4,20,6], including the single-dimple buckle [32,15], shown in Figure 1. In the soda can experiments [14] this dimple consistently appeared with an audible Figure 1: Single-dimple buckling pattern in buckled soda cans [14]. 1 click, corresponding to the drop in load in Figure 1 and disappears (also with a click) upon unloading. This suggests that the local material response is still linearly elastic, while the global non-linearity is purely geometric. The abrupt nature of the observed buckling suggests that the trivial branch, whose stress and strain are well-approximated by linear elasticity, becomes unstable with respect to the observed buckling variation.The classical shell theory supplies the following formula for the critical stress [24,27] (see also [28]):where E and ν are the Young modulus and the Poisson ratio, respectively, and h = t/R is the ratio of the wall thickness to the radius of the cylinder. A large body of experimental results summarized in [20,32] show that not only the theoretical value of the buckling load is about 4 to 5 times higher than the one observed in experiments, but the critical stress σ cr scales like h 3/2 with h, in stark contradiction to (1.1). Such paradoxical behavior is generally attributed to the sensitivity of the buckling load to imperfections of load and shape [1,26,29,10,30], due to the subcritical nature of the bifurcation [18,19,23,16] in the von-Kármán-Donnell equations. Yet, such an interpretation of the experimental results does not give a quantification of sensitivity to imperfections, and does little to explain the paradoxical h 1.5 scaling of the critical stress. These questions have been raised in [5,32,15], where a combination of heuristic arguments and numerical simulations were used to address the problem. In situations where the classical shell theory gives predictions inconsistent with experiment, one can question whether "sensitivity to imperfections" is the true source of the inconsiste...