Article ID Journal Published Year Pages File Type
309306 Thin-Walled Structures 2012 9 Pages PDF
Abstract

Thin cylindrical shells are the most prevalent and important structural component of vessels across the process industries. Such structures are prone to accidental buckling due to inadvertently induced vacuum. Minor deviations in the nominal geometry of the shell can affect the apparent initial buckling load. One common deviation is that the radius of the vessel is not constant but rather varies randomly with location on the shell. This paper presents extensive experimental data permitting a full statistical characterisation of defects of this nature. The data was obtained from detailed measurements of 39 replicate test vessels at the laboratory scale. Both amplitude and frequency content of this type of imperfection is quantified. Furthermore a methodology whereby the variation in radius is characterised as a two dimensional random field is outlined. An algorithm to generate realisations of this field is developed and the output is shown to be consistent with the measured results.

► Geometric imperfections present in cylindrical shells were measured and quantified. ► Variation of radial deviation was analysed in axial and circumferential directions. ► Correlation functions were used to describe variation of radial deviation. ► Realisations of the random field were generated based on measured imperfections.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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