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contributor authorAndre Biron
contributor authorAntoni Sawczuk
date accessioned2017-05-08T23:50:57Z
date available2017-05-08T23:50:57Z
date copyrightMarch, 1967
date issued1967
identifier issn0021-8936
identifier otherJAMCAV-25844#37_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117356
description abstractUsing the strain-mapping method for the Tresca yield condition, the yield surface is derived for a cylindrical shell with a wall reinforced by longitudinal ribs on one side. Results are given for the case where the axial load is zero. As a sample problem utilizing this surface and as an appropriate method for solving nonlinear equations, the solution of a cantilever shell under constant pressure is obtained.
publisherThe American Society of Mechanical Engineers (ASME)
titlePlastic Analysis of Rib-Reinforced Cylindrical Shells
typeJournal Paper
journal volume34
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3607665
journal fristpage37
journal lastpage42
identifier eissn1528-9036
keywordsPipes
keywordsCantilevers
keywordsNonlinear equations
keywordsShells
keywordsPressure AND Stress
treeJournal of Applied Mechanics:;1967:;volume( 034 ):;issue: 001
contenttypeFulltext


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