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    On the St. Venant Problems for Inhomogeneous Circular Bars

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 001::page 32
    Author:
    F. Rooney
    ,
    M. Ferrari
    DOI: 10.1115/1.2789165
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The 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.
    keyword(s): Force , Elasticity , Composite materials , Poisson ratio , Bending (Stress) , Differential equations , Cylinders , Shear modulus AND Tension ,
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      On the St. Venant Problems for Inhomogeneous Circular Bars

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    http://yetl.yabesh.ir/yetl1/handle/yetl/121717
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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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    DSpace software copyright © 2002-2015  DuraSpace
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