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contributor authorN. J. Huffington
date accessioned2017-05-08T23:49:39Z
date available2017-05-08T23:49:39Z
date copyrightJune, 1967
date issued1967
identifier issn0021-8936
identifier otherJAMCAV-25850#278_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/116667
description abstractConsideration is given to the problem of predicting the flexural rigidity of plates reinforced by parallel, equally spaced stiffeners for the direction (in the plane of the plate) normal to the stiffener orientation, as well as the stresses induced by a bending moment acting in this direction. The determination of this lateral flexural rigidity is formulated in terms of a problem in plane elasticity which may be solved by the finite-difference method for specific cases. Results obtained by this method are compared with those obtained by a simpler approximate procedure. An explicit relation is derived for the flexural rigidity associated with Poisson contraction. Experimental results are introduced and compared with theoretical predictions.
publisherThe American Society of Mechanical Engineers (ASME)
titleBending Athwart a Parallel-Stiffened Plate
typeJournal Paper
journal volume34
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3607679
journal fristpage278
journal lastpage282
identifier eissn1528-9036
keywordsElasticity
keywordsStress
keywordsPlates (structures)
keywordsFinite difference methods AND Stiffness
treeJournal of Applied Mechanics:;1967:;volume( 034 ):;issue: 002
contenttypeFulltext


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