The paper is devoted to a kind of egg-shaped shell with varying wall thickness subjected to uniform external pressure. The numerical buckling performances of several such shells are presented, which are compared with corresponding equivalent egg-shaped shells with uniform wall thickness. It is indicated that the buckling capacity of egg-shaped shells with varying wall thickness is greatly improved; furthermore, such shells are less sensitive to initial geometric imperfections than those with uniform wall thickness. To validate the proposed numerical approach, three nominally identical egg-shaped shells is tentatively fabricated, accurately measured, slowly tested, and numerically studied. A good agreement between experiments and computations are obtained.
Buckling of an egg-shaped shell with varying wall thickness under uniform external pressure
Ships and Offshore Structures ; 14 , 6 ; 559-569
18.08.2019
11 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Buckling of circumferentially corrugated cylindrical shells under uniform external pressure
Taylor & Francis Verlag | 2019
|Buckling of helically wound composite cylinders under uniform external pressure
Taylor & Francis Verlag | 2024
|