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contributor authorDavid Hui
contributor authorI. H. Y. Du
date accessioned2017-05-08T23:24:21Z
date available2017-05-08T23:24:21Z
date copyrightMarch, 1987
date issued1987
identifier issn0021-8936
identifier otherJAMCAV-26277#174_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102198
description abstractThis paper deals with the initial postbuckling of antisymmetric cross-ply closed cylindrical shells under torsion. Under the assumptions employed in Koiter’s theory of elastic stability, the structure is imperfection-sensitive in certain intermediate ranges of the reduced-Batdorf parameter (approx. 4 ≤ ZH ≤ 20.0). Due to different material bending-stretching coupling behavior, the (0 deg inside, 90 deg outside) two-layer clamped cylinder is less imperfection sensitive than the (90 deg inside, 0 deg outside) configuration. The increase in torsional buckling load due to a higher value of Young’s moduli ratio is not necessarily accompanied by a higher degree of imperfection-sensitivity. The paper is the first to consider imperfection shape to be identical to the torsional buckling mode and presents concise parameter variations involving the reduced-Batdorf paramter and Young’s moduli ratio.
publisherThe American Society of Mechanical Engineers (ASME)
titleInitial Postbuckling Behavior of Imperfect, Antisymmetric Cross-Ply Cylindrical Shells Under Torsion
typeJournal Paper
journal volume54
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3172954
journal fristpage174
journal lastpage180
identifier eissn1528-9036
keywordsTorsion
keywordsPipes
keywordsBuckling
keywordsCylinders
keywordsShapes
keywordsStability AND Stress
treeJournal of Applied Mechanics:;1987:;volume( 054 ):;issue: 001
contenttypeFulltext


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