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contributor authorMarwan El‐Bkaily
contributor authorRalf Peek
date accessioned2017-05-08T22:36:48Z
date available2017-05-08T22:36:48Z
date copyrightSeptember 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A9%281892%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83767
description abstractIt is shown that for moderate deflection theory, the behavior of a long pressurized elastic‐perfectly plastic cylinder with radially restrained ends under axial compression depends on only two parameters: the ratio of elastic buckling stress to yield stress,
publisherAmerican Society of Civil Engineers
titleLoad Shortening in Plastic Buckling of Cylinders
typeJournal Paper
journal volume118
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:9(1892)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 009
contenttypeFulltext


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