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contributor authorN. C. Huang
contributor authorP. D. Pattillo
date accessioned2017-05-08T23:18:39Z
date available2017-05-08T23:18:39Z
date copyrightMay, 1984
date issued1984
identifier issn0094-9930
identifier otherJPVTAS-28236#160_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98891
description abstractThis paper presents an analysis of the cross-sectional collapse of a cylinder of finite length loaded simultaneously by an axial tension (which may be zero) and external pressure. The calculation is based on Sanders’ nonlinear shell equations with plasticity introduced via the concept of effective stress from a uniaxial tension test. The finite cylinder is an appropriate model of oil well casing as it undergoes quality control testing in the steel mill where the edges of the cylinder are usually fixed in the case of nonzero axial load and free in the case of zero axial load. However, in field application, the length: diameter ratio of casing is such that the cylinder may be considered infinite. Guidelines contained herein permit prediction of the collapse resistance of field casing from the results of mill tests performed on short samples.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Effect of Length: Diameter Ratio on Collapse of Casing
typeJournal Paper
journal volume106
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3264323
journal fristpage160
journal lastpage165
identifier eissn1528-8978
keywordsCollapse
keywordsCylinders
keywordsStress
keywordsTension
keywordsIron and steel mill construction
keywordsTesting
keywordsEquations
keywordsExternal pressure
keywordsShells
keywordsPlasticity
keywordsQuality control
keywordsElectrical resistance AND Oil well casings
treeJournal of Pressure Vessel Technology:;1984:;volume( 106 ):;issue: 002
contenttypeFulltext


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