A deformation resistant metal container comprising: - a lightweight dome profile positioned at a terminal end of a container that is configured to be capable of a controlled sequential dome profile deformation, said lightweight dome profile comprising: - at least one initial deformation panel positioned at a central position on an inner dome profile of said lightweight dome profile, wherein said initial deformation panel comprises an inwardly raised spherical domed structure defined by one or more tangential radial segments (145, 146); - a deformation panel boundary forming a circumferential boundary of said at least one initial deformation panel; - a network of buttressing structures positioned between a plurality of geometric panels coupled with said lightweight dome profile deformation panel boundary; and - a circumferentially positioned inner leg configured to have an inner conical leg angle coupled with said network of buttressing structures and said plurality of geometric panels; - wherein said controlled sequential dome profile deformation is initiated in response to application of a deformation energy to said lightweight dome profile such that movement of said initial deformation panel transfers said deformation energy outwardly of said deformation panel boundary onto said network of buttressing structures generating a leveraged deformation displacement action that supports the inner conical leg angle reinforcing structural integrity of said lightweight dome profile; - characterized in that said at least one initial deformation panel is integrally coupled with said deformation panel boundary, in that said network of buttressing structures are integrally coupled with said plurality of geometric panels, in that said network of buttressing structures and said plurality of geometric panels are integrally coupled with said at least one initial deformation panel at said deformation panel boundary; and in that said circumferentially positioned inner leg is integrally coupled with said network of buttressing structures and with said plurality of geometric panels. - a lightweight dome profile positioned at a terminal end of a container that is configured to be capable of a controlled sequential dome profile deformation, said lightweight dome profile comprising: - at least one initial deformation panel positioned at a central position on an inner dome profile of said lightweight dome profile, wherein said initial deformation panel comprises an inwardly raised spherical domed structure defined by one or more tangential radial segments (145, 146); - a deformation panel boundary forming a circumferential boundary of said at least one initial deformation panel; - a network of buttressing structures positioned between a plurality of geometric panels coupled with said lightweight dome profile deformation panel boundary; and - a circumferentially positioned inner leg configured to have an inner conical leg angle coupled with said network of buttressing structures and said plurality of geometric panels; - at least one initial deformation panel positioned at a central position on an inner dome profile of said lightweight dome profile, wherein said initial deformation panel comprises an inwardly raised spherical domed structure defined by one or more tangential radial segments (145, 146); - a deformation panel boundary forming a circumferential boundary of said at least one initial deformation panel; - a network of buttressing structures positioned between a plurality of geometric panels coupled with said lightweight dome profile deformation panel boundary; and - a circumferentially positioned inner leg configured to have an inner conical leg angle coupled with said network of buttressing structures and said plurality of geometric panels; - wherein said controlled sequential dome profile deformation is initiated in response to application of a deformation energy to said lightweight dome profile such that movement of said initial deformation panel transfers said deformation energy outwardly of said deformation panel boundary onto said network of buttressing structures generating a leveraged deformation displacement action that supports the inner conical leg angle reinforcing structural integrity of said lightweight dome profile; - characterized in that said at least one initial deformation panel is integrally coupled with said deformation panel boundary, in that said network of buttressing structures are integrally coupled with said plurality of geometric panels, in that said network of buttressing structures and said plurality of geometric panels are integrally coupled with said at least one initial deformation panel at said deformation panel boundary; and in that said circumferentially positioned inner leg is integrally coupled with said network of buttressing structures and with said plurality of geometric panels.