Dome reversal in metal beverage containers refers to the event when th
e dome at the bottom of the containers snaps through due to overpressu
rization. This paper presents a combined experimental and numerical in
vestigation of the problem. The response of the bottom of the containe
rs considered is primarily axisymmetric prior to buckling and is chara
cterized by a limit pressure instability. Under volume-controlled load
ing, collapse in an asymmetric mode occurs shortly after the limit pre
ssure is achieved. An axisymmetric model of the problem was sufficient
to calculate the limit pressure for the case considered. Results from
a nonaxisymmetric model indicated that asymmetric modes became domina
nt after the limit pressure had been achieved.