Less facetiously, a thin-walled cylinder's stress is a function of pressure, radius and thickness with the equation:
sigma = P*r/t
whereas for a sphere (including the spherical end caps on a cylindrical pressure vessel), it follows the equation:
sigma = Pr/(2t)
To me, it looked like it failed around the join between the spherical end cap and the cylindrical body, where this transition between stress regimes occurs, which is a common weak spot in the above analysis. This is a canonical early engineering statics problem.
It's worth noting, though, that all of the above is almost certainly a gross simplification and likely has very little bearing on the actual problem. It's fun to simplify and hypothesise, though! Also, unplanned failures make for great viewing :)