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contributor authorL. S. Ong
date accessioned2017-05-08T23:42:17Z
date available2017-05-08T23:42:17Z
date copyrightNovember, 1993
date issued1993
identifier issn0094-9930
identifier otherJPVTAS-28349#359_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/112497
description abstractThis article presents a parametric study for the determination of the flexibility and stiffness of a cylindrical shell at its support location. The parametric equation incorporates the geometric variables of both cylindrical shell and support; namely, the shell radius, thickness, and length, and the support width and embracing angle. A mathematical model has been devised to provide the theoretical data of flexibilities for establishing the parametric equation. The model is based on a contact stress formulation and uses a cylindrical shell theory. The validity and accuracy of the proposed parametric equation has been checked against available experimental results obtained from literature. There is close agreement between the two. The present study and results should be useful to designers who wish to determine the induced support force (or displacement) due to applied displacement (or force) at the support.
publisherThe American Society of Mechanical Engineers (ASME)
titleLocal Flexibility of Cylindrical Shells and Pipes at the Support
typeJournal Paper
journal volume115
journal issue4
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2929542
journal fristpage359
journal lastpage363
identifier eissn1528-8978
keywordsPlasticity
keywordsPipes
keywordsEquations
keywordsDisplacement
keywordsForce
keywordsStress
keywordsShells
keywordsStiffness AND Thickness
treeJournal of Pressure Vessel Technology:;1993:;volume( 115 ):;issue: 004
contenttypeFulltext


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