A simple closed-form analytical model for the column buckling of omega-stinger-stiffened panels with periodic boundary conditions

During the preliminary design of stiffened panels, the stability behaviour is critical and both buckling modes, global and local, have to be considered in order to avoid panel configurations in which the minimum stiffness of the stringers is not achieved. In the present work, a new simple computatio...

Full description

Bibliographic Details
Published in:Results in Engineering
Main Authors: Jakob C. Schilling, Christian Mittelstedt
Format: Article
Language:English
Published: Elsevier 2020-06-01
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2590123020300268