Just as an afterthought for anyone finding this thread. Research into transitory pressures generated by hull slamming, (search for 'Tests on Yacht Hull Plating -SNAME'), seems to indicate that curvature in one dimension may help in structural strength, but sometimes can actually reduce plate resilience. Buckling in single curved surfaces can occur at a much lower pressure than deformation of flat plate.
Compound curvature helps a lot but at a large increase in construction complexity.
They also report that while ply and GRP don't deform as much, or as plastically, this is often at the expense of potential frame and stringer damage and de-lamination; the slamming energy has to go somewhere!
This may explain the 'hungry-horse' look of some aluminium work boats. Even 'tho the frames and stringers are up to spec, 4 or 5mm plate may be thick enough for structural strength but maybe not be for sufficient stiffness to withstand transitory slamming pressures and still remain fair.
Possibly the only answer is to decrease the spacing between stringers, and also increase stringer width, beyond what is required in the schedules. Another option is to go the 'Strongall' route and massively increase plate thickness and do without most stringers and some frames. Haven't seen any hungry-horse Strongall examples, or welding distortion. Think 15mm hull bottom plates, 12mm hull sides and 10mm deck plates on a 14m hull. Icebreaker country!!