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contributor authorG. D. Galletly
contributor authorK. Pemsing
date accessioned2017-05-08T23:18:38Z
date available2017-05-08T23:18:38Z
date copyrightMay, 1984
date issued1984
identifier issn0094-9930
identifier otherJPVTAS-28236#134_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98887
description abstractThe test results on biaxially compressed metallic cylinders published before 1983, together with some early ones from a test program underway at Liverpool University, were plotted in terms of the stress ratios S p (=p /p k ) and S x (=σθ /σK ,θ ). These results were then compared with the predictions of the linear interaction equation S p + S x = 1 and two nonlinear ones. The minimum predicted buckling quantities p k and σk ,x were evaluated using the recommendations of ASME III N-284, DASt, DnV and ECCS. Based on this study, some possible design procedures for this interactive buckling problem are suggested.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn Design Procedures for the Buckling of Cylinders Under Combined Axial Compression and External Pressure
typeJournal Paper
journal volume106
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3264320
journal fristpage134
journal lastpage142
identifier eissn1528-8978
keywordsDesign
keywordsBuckling
keywordsCompression
keywordsCylinders
keywordsExternal pressure
keywordsStress AND Equations
treeJournal of Pressure Vessel Technology:;1984:;volume( 106 ):;issue: 002
contenttypeFulltext


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