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contributor authorW. J. O’Donnell
date accessioned2017-05-09T01:00:51Z
date available2017-05-09T01:00:51Z
date copyrightSeptember, 1960
date issued1960
identifier issn0021-8936
identifier otherJAMCAV-25555#461_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/152499
description abstractA beam is cantilevered from a semi-infinite solid with neutral axis normal to its bounding plane (two-dimensional problem). Deformation of the supporting solid allows the beam to rotate about the built-in end, producing a deflection in addition to that caused by bending and shear in the beam itself. Results of tests designed to measure this additional deflection are presented and compared with various theoretical values. Calculated deflections, based on classical bending and shear-deflection theory, are also compared with measured deflections. An experimentally verified expression for the additional deflection of a cantilever due to the elasticity of the support is given.
publisherThe American Society of Mechanical Engineers (ASME)
titleThe Additional Deflection of a Cantilever Due to the Elasticity of the Support
typeJournal Paper
journal volume27
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3644025
journal fristpage461
journal lastpage464
identifier eissn1528-9036
keywordsElasticity
keywordsCantilevers
keywordsDeflection
keywordsShear (Mechanics) AND Deformation
treeJournal of Applied Mechanics:;1960:;volume( 027 ):;issue: 003
contenttypeFulltext


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