“…This especially pertains to thin-walled profiles with complex shapes of the cross section which are used as stiffening elements. The disadvantage of such structures is that they can lose stability even under operational load [8,15,16]. When the buckling of a thin-walled element is local and elastic, the structure does not get damaged, and the element itself can be safely operated in the post-critical state [5,15,16,23].…”