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contributor authorD. P. Updike
contributor authorA. Kalnins
date accessioned2017-05-08T23:57:41Z
date available2017-05-08T23:57:41Z
date copyrightFebruary, 1998
date issued1998
identifier issn0094-9930
identifier otherJPVTAS-28382#6_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121043
description abstractThis paper examines the calculated pressure at a tensile plastic instability of a pressure vessel and its relationship to burst test results. It is proposed that the instability pressure be accepted as an upper bound to the pressure at which a vessel bursts, and that a strength reduction factor be used to predict the burst. The paper also presents a suitable mathematical model for the calculation of the instability pressures for thin-walled axisymmetric vessels. The proposition is tested by applying the model to a pressurized diaphragm, four cylindrical shells, and two torispherical heads, for which experimental burst data are available. It is found that the ratio of the test burst pressure to the calculated pressure at the tensile plastic instability, expressed in percent, ranges from 71 to 96 percent. The highest ratio occurs for a pressurized diaphragm with no significant defects. The lowest ratios occur for cylindrical shells with longitudinal welds, suggesting that the presence of the welds had a detrimental effect on the burst strength. These results may be useful when designing a pressure vessel with respect to its ultimate strength.
publisherThe American Society of Mechanical Engineers (ASME)
titleTensile Plastic Instability of Axisymmetric Pressure Vessels
typeJournal Paper
journal volume120
journal issue1
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2841888
journal fristpage6
journal lastpage11
identifier eissn1528-8978
keywordsPressure vessels
keywordsPressure
keywordsPipes
keywordsDiaphragms (Structural)
keywordsWelded joints
keywordsVessels
keywordsDesign
keywordsTensile strength AND Product quality
treeJournal of Pressure Vessel Technology:;1998:;volume( 120 ):;issue: 001
contenttypeFulltext


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