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contributor authorPaul Seide
date accessioned2017-05-09T00:49:56Z
date available2017-05-09T00:49:56Z
date copyrightMarch, 1961
date issued1961
identifier issn0021-8936
identifier otherJAMCAV-25604#117_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/148722
description abstractThe effect of discontinuous circumferential end loading of a circular cylinder by equal and equally spaced radial shear forces and moments is investigated by means of Donnell’s equations. Large nonuniform bending effects are found for combinations of circumferential load coverage and cylinder geometry for which an assumption of uniform loading might intuitively be expected to be adequate.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn the Bending of Circular Cylindrical Shells by Equal and Equally Spaced End Radial Shear Forces and Moments
typeJournal Paper
journal volume28
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3640421
journal fristpage117
journal lastpage126
identifier eissn1528-9036
keywordsForce
keywordsShear (Mechanics)
keywordsCircular cylindrical shells
keywordsCylinders
keywordsEquations
keywordsGeometry
keywordsCircular cylinders AND Stress
treeJournal of Applied Mechanics:;1961:;volume( 028 ):;issue: 001
contenttypeFulltext


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