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contributor authorB. Skoczen
date accessioned2017-05-09T00:00:41Z
date available2017-05-09T00:00:41Z
date copyrightMay, 1999
date issued1999
identifier issn0094-9930
identifier otherJPVTAS-28391#127_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/122732
description abstractMechanical stability of pressurized expansion bellows and tube-bellows-tube interconnects is considered. Effect of shear deformation on buckling pressure of bellows is shown by using Engesser’s model. A generalized equivalent column concept is developed in order to study effect of relaxation of support conditions on stability of interconnects containing expansion bellows. Two general modes of buckling are discussed: column instability of well-supported bellows (I) and buckling of tube-bellows-tube interconnect if the support-bellows distances are large enough (II). A dramatic drop of critical pressure in the transition region from mode I to mode II is shown.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffect of Shear Deformation and Relaxation of Support Conditions on Elastic Buckling of Pressurized Expansion Bellows
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2883675
journal fristpage127
journal lastpage132
identifier eissn1528-8978
keywordsRelaxation (Physics)
keywordsBellows (Equipment)
keywordsBuckling
keywordsShear deformation
keywordsPressure
keywordsStability
keywordsDrops AND Mechanical stability
treeJournal of Pressure Vessel Technology:;1999:;volume( 121 ):;issue: 002
contenttypeFulltext


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