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contributor authorN. Miyazaki
date accessioned2017-05-08T23:25:33Z
date available2017-05-08T23:25:33Z
date copyrightMay, 1987
date issued1987
identifier issn0094-9930
identifier otherJPVTAS-28286#179_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102926
description abstractThe finite element method is applied to the creep buckling of circular cylindrical shells under axial compression. Not only the axisymmetric mode but also the bifurcation mode of the creep buckling are considered in the analysis. The critical time for creep buckling is defined as either the time when a slope of a displacement versus time curve becomes infinite or the time when the bifurcation buckling occurs. The creep buckling analyses are carried out for an infinitely long and axially compressed circular cylindrical shell with an axisymmetric initial imperfection and for a finitely long and axially compressed circular cylindrical shell. The numerical results are compared with available analytical ones and experimental data.
publisherThe American Society of Mechanical Engineers (ASME)
titleCreep Buckling Analyses of Circular Cylindrical Shells Under Axial Compression—Bifurcation Buckling Analysis by the Finite Element Method
typeJournal Paper
journal volume109
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.3264892
journal fristpage179
journal lastpage183
identifier eissn1528-8978
keywordsCreep
keywordsFinite element methods
keywordsBifurcation
keywordsBuckling
keywordsCircular cylindrical shells
keywordsCompression AND Displacement
treeJournal of Pressure Vessel Technology:;1987:;volume( 109 ):;issue: 002
contenttypeFulltext


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