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contributor authorC. Sun
contributor authorA. M. Vinogradov
contributor authorW. J. D. Shaw
date accessioned2017-05-08T23:48:10Z
date available2017-05-08T23:48:10Z
date copyrightMay, 1995
date issued1995
identifier issn0094-9930
identifier otherJPVTAS-28359#162_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/115866
description abstractThe stability of a ring confined by a rigid boundary, subjected to circumferential end loads, is investigated both theoretically and experimentally. The effect of initial geometric imperfections on the buckling load is determined by assuming an initial deflection configuration as a simple sine form and the critical condition was derived from equilibrium analysis. An experimental approach was designed to verify the analytical results. Comparison with other theoretical results are also made.
publisherThe American Society of Mechanical Engineers (ASME)
titleOne-Way Buckling of Circular Rings Confined Within a Rigid Boundary
typeJournal Paper
journal volume117
journal issue2
journal titleJournal of Pressure Vessel Technology
identifier doi10.1115/1.2842105
journal fristpage162
journal lastpage169
identifier eissn1528-8978
keywordsBuckling
keywordsStress
keywordsEquilibrium (Physics)
keywordsDeflection AND Stability
treeJournal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 002
contenttypeFulltext


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