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contributor authorC. Bagci
date accessioned2017-05-08T23:42:03Z
date available2017-05-08T23:42:03Z
date copyrightSeptember, 1993
date issued1993
identifier issn1050-0472
identifier otherJMDEDB-27607#346_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/112343
description abstractExact elasticity solutions for stresses and deflections (displacements) in curved beams and rings of varying thicknesses are developed using polar elasticity and state of plane stress. Basic forms of differential equations of equilibrium, stress functions, and differential equations of compatibility are given. They are solved to develop expressions for radial, tangential, and shearing stresses for moment, force, and combined loadings. Neutral axis location for each type of loading is determined. Expressions for displacements are developed utilizing strain-displacement relationships of polar elasticity satisfying boundary conditions on displacements. In case of full rings stresses are as in curved beams with properly defined moment loading, but displacements differ satisfying different boundary conditions. The developments for constant thicknesses are used to develop solutions for curved beams and rings with T-sections. Comparative numerical results are given.
publisherThe American Society of Mechanical Engineers (ASME)
titleExact Elasticity Solutions for Stresses and Deflections in Curved Beams and Rings of Exponential and T-Sections
typeJournal Paper
journal volume115
journal issue3
journal titleJournal of Mechanical Design
identifier doi10.1115/1.2919198
journal fristpage346
journal lastpage358
identifier eissn1528-9001
keywordsElasticity
keywordsStress AND Deflection
treeJournal of Mechanical Design:;1993:;volume( 115 ):;issue: 003
contenttypeFulltext


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