Parametric study of stiffened steel containment shell structures

A FEM-based parametric study is undertaken to investigate the buckling behavior of meridionally and circumferentially stiffened steel cylindrical and conical shell frustum subjected to different load cases. This situation arises in different steel shell applications such as storage vessels (liquid, solid and gas) and in certain configurations of industrial process facilities. The stiffeners are flat strips of rectangular section welded on to the outer surface of the shell, either over the whole length of the shell meridian or around the circumference of the shell. It is required to establish how the elastic buckling load and mode shapes vary with respect to certain key parameters of the problem. The parameters of interest in the study include the number of stiffeners around the shell circumference and along the meridian, the stiffener-depth to shell-thickness ratio, and the stiffener depth-to-width ratio. This thesis reports the findings of the parametric study and also presents some results of experimental tests on laboratory small-scale models of stiffened cylindrical and conical frusta.

Grantor dc:publisher.institution

Department of Civil Engineering

Year dc:date.issued

2008

Author dc:creator

• Masendeke, Rugare B

Advisor dc:contributor.advisor

• Zingoni, Alphose

Language dc:language.iso

eng

Handle dc:identifier.uri

http://hdl.handle.net/11427/19019

OAI identifier oai:identifier

oai:open.uct.ac.za:11427/19019