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contributor authorF. Rooney
contributor authorM. Ferrari
date accessioned2017-05-08T23:58:54Z
date available2017-05-08T23:58:54Z
date copyrightMarch, 1999
date issued1999
identifier issn0021-8936
identifier otherJAMCAV-26464#32_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121717
description abstractThe classical St. Venant problems, i.e., simple tension, pure bending, and flexure by a transverse force, are considered for circular bars with elastic moduli that vary as a function of the radial coordinate. The problems are reduced to second-order ordinary differential equations, which are solved for a particular choice of elastic moduli. The special case of a bar with a constant shear modulus and the Poisson’s ratio varying is also considered and for this situation the problems are solved completely. The solutions are then used to obtain homogeneous effective moduli for inhomogeneous cylinders. Material inhomogeneities associated with spatially variable distributions of the reinforcing phase in a composite are considered. It is demonstrated that uniform distribution of the reinforcement leads to a minimum of the Young’s modulus in the class of spatial variations in the concentration considered.
publisherThe American Society of Mechanical Engineers (ASME)
titleOn the St. Venant Problems for Inhomogeneous Circular Bars
typeJournal Paper
journal volume66
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2789165
journal fristpage32
journal lastpage40
identifier eissn1528-9036
keywordsForce
keywordsElasticity
keywordsComposite materials
keywordsPoisson ratio
keywordsBending (Stress)
keywordsDifferential equations
keywordsCylinders
keywordsShear modulus AND Tension
treeJournal of Applied Mechanics:;1999:;volume( 066 ):;issue: 001
contenttypeFulltext


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