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contributor authorG. J. Perakatte
contributor authorT. F. Lehnhoff
date accessioned2017-05-09T00:46:33Z
date available2017-05-09T00:46:33Z
date copyrightDecember, 1971
date issued1971
identifier issn0021-8936
identifier otherJAMCAV-25950#1036_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/147412
description abstractMindlin’s linear shear-deformation theory of moderately thick elastic isotropic plates is applied to axially symmetric deformations of uniform circular plates with static loads. The flexural equilibrium equations are solved for 12 specific cases of loading and boundary conditions. The solutions and numerical results are presented in nondimensional form.
publisherThe American Society of Mechanical Engineers (ASME)
titleFlexure of Symmetrically Loaded Circular Plates Including the Effect of Transverse Shear
typeJournal Paper
journal volume38
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3408908
journal fristpage1036
journal lastpage1041
identifier eissn1528-9036
keywordsShear (Mechanics)
keywordsBending (Stress)
keywordsPlates (structures)
keywordsBoundary-value problems
keywordsEquations
keywordsShear deformation
keywordsDeformation
keywordsStress AND Equilibrium (Physics)
treeJournal of Applied Mechanics:;1971:;volume( 038 ):;issue: 004
contenttypeFulltext


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