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contributor authorR. H. Lance
contributor authorE. T. Onat
date accessioned2017-05-08T23:08:46Z
date available2017-05-08T23:08:46Z
date copyrightJune, 1963
date issued1963
identifier issn0021-8936
identifier otherJAMCAV-25708#199_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/93312
description abstractThe paper is concerned with simply supported shallow conical shells loaded through a central boss. The shell material is rigid-plastic and the relevant stress resultants are subject to a nonlinear yield condition. The critical load intensity at which the shell will begin to deform and the associated fields of stress resultants and plastic flow are to be determined. For this purpose, a problem concerned exclusively with stress resultants is formulated by using the equation of stress compatibility. The resulting nonlinear problem is solved, with the help of a digital computer, in cases where the yield-point state of stress is controlled, over the pertinent intervals covering the entire shell, by three distinct yield conditions, each corresponding to a given face of the appropriate four-dimensional nonlinear yield surface.
publisherThe American Society of Mechanical Engineers (ASME)
titleAnalysis of Plastic Shallow Conical Shells
typeJournal Paper
journal volume30
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3636512
journal fristpage199
journal lastpage209
identifier eissn1528-9036
keywordsShells
keywordsStress
keywordsComputers
keywordsEquations
keywordsYield point AND Deformation
treeJournal of Applied Mechanics:;1963:;volume( 030 ):;issue: 002
contenttypeFulltext


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