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Investigation of the buckling behavior of conical shells under weld-induced imperfections
Affiliation:1. Research and development department, Software for Structures, Townsgate dr., Toronto 81-1004, Canada;2. Prydniprovs''ka State Academy of Civil Engineering and Architecture, Chernyshevsky street 24a, Dnipro 49600, Ukraine
Abstract:The initial depression of shell skins is usually created through various panel processes such as rolling or welding. It is important to create some basic design regulations associated with the existing codes. A longitudinal imperfection caused by the continuous welding of a panel's edge to form a cone is the most important case in this context. The present paper discusses 14 laboratory specimens in 2 groups, labeled Shallow Conical Caps (SCC) and Deep Conical Caps (DCC), loaded under uniform hydrostatic pressure. The samples were modified to include either 1 or 2 line imperfections with amplitudes of 1t, 2t and 3t in depth (t the thickness of conical shell). The results presented here are in general agreement with international codes as well as theories concerning initial and overall buckling and collapse.
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