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contributor authorG. A. Hegemier
date accessioned2017-05-08T23:47:56Z
date available2017-05-08T23:47:56Z
date copyrightDecember, 1967
date issued1967
identifier issn0021-8936
identifier otherJAMCAV-25861#991_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115723
description abstractThe stability of a long, thin, elastic circular cylindrical shell subjected to axial compression and an axisymmetric load moving with constant velocity along the shell axis is studied. With the aid of the direct method of Liapunov, and employing a nonlinear Donnell-type shell theory, sufficient conditions for local stability of the axisymmetric response are established in a functional space whose metric is defined in an average sense. Numerical results, which are presented for the case of a moving decayed step load, reveal that the sufficient conditions for stability developed here and the sufficient conditions for instability obtained in a previous paper lead to the actual stability transition boundary.
publisherThe American Society of Mechanical Engineers (ASME)
titleStability of Cylindrical Shells Under Moving Loads by the Direct Method of Liapunov
typeJournal Paper
journal volume34
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3607868
journal fristpage991
journal lastpage998
identifier eissn1528-9036
keywordsPavement live loads
keywordsPipes
keywordsStability
keywordsStress
keywordsShells
keywordsCircular cylindrical shells AND Compression
treeJournal of Applied Mechanics:;1967:;volume( 034 ):;issue: 004
contenttypeFulltext


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