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contributor authorY. Yoshimura
contributor authorK. Iwata
date accessioned2017-05-08T23:08:00Z
date available2017-05-08T23:08:00Z
date copyrightSeptember, 1963
date issued1963
identifier issn0021-8936
identifier otherJAMCAV-25720#363_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/92890
description abstractBased on the general theory of thin plates and shells previously developed by the first author, which holds also for oblique coordinate system, the problem of buckling of simply supported parallelogram plates is treated. Numerical values of the critical stresses of buckling under compression and shear are calculated, respectively, for plates having angles between 45 and 135 deg, and for side ratios 1 and 2.
publisherThe American Society of Mechanical Engineers (ASME)
titleBuckling of Simply Supported Oblique Plates
typeJournal Paper
journal volume30
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3636562
journal fristpage363
journal lastpage366
identifier eissn1528-9036
keywordsPlates (structures)
keywordsBuckling
keywordsCompression
keywordsShells
keywordsStress AND Shear (Mechanics)
treeJournal of Applied Mechanics:;1963:;volume( 030 ):;issue: 003
contenttypeFulltext


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