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contributor authorV. K. Stokes
date accessioned2017-05-08T23:26:16Z
date available2017-05-08T23:26:16Z
date copyrightJanuary, 1987
date issued1987
identifier issn1048-9002
identifier otherJVACEK-28972#82_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/103363
description abstractBecause material properties vary from point to point in nonhomogeneous materials, there is some question as to what “properties” are measured in tests such as the tensile test, and how such “properties” can be used in the mechanical design process. In this paper, the mechanical response of nonhomogeneous prismatic bars in pure bending has been shown to depend on parameters that are strongly coupled combinations of geometry and material properties. The purely geometry based inertia tensor in homogeneous beam theory is replaced in the nonhomogeneous case by the rigidity tensor, which combines geometry and material properties. Interpretations for the average elastic moduli, which would be determined by tests on nonhomogeneous materials, have been explored. Also discussed is the usefulness of such average moduli for predicting the mechanical response of nonhomogeneous bars.
publisherThe American Society of Mechanical Engineers (ASME)
titleDesign with Nonhomogeneous Materials—Part I: Pure Bending of Prismatic Bars
typeJournal Paper
journal volume109
journal issue1
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.3269399
journal fristpage82
journal lastpage86
identifier eissn1528-8927
keywordsInertia (Mechanics)
keywordsMaterials properties
keywordsTensors
keywordsDesign
keywordsDesign engineering
keywordsElastic moduli
keywordsGeometry AND Stiffness
treeJournal of Vibration and Acoustics:;1987:;volume( 109 ):;issue: 001
contenttypeFulltext


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