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    A Theoretical Model for Water Flux Through the Artery Wall

    Source: Journal of Biomechanical Engineering:;1987:;volume( 109 ):;issue: 004::page 311
    Author:
    R. Jain
    ,
    G. Jayaraman
    DOI: 10.1115/1.3138686
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A two layer model for water flux through the artery is studied using a matematical model based on the theory for the consolidation of water saturated soils. The matrix is considered to be constituted by two layers with different permeabilities and different elastic constants and the two systems of equations are coupled with the condition of continuity of pressure, total stress, solid displacement and fluid seepage velocity at the interface. The luminal pressure is considered to be harmonic in time. Exact solutions are obtained for displacements and pressures in both the layers. For large consolidation times, large pressure gradients are found to exist near the boundaries and at the interface. The heterogeneous model may not only be useful to understand the mechanics of transport in the physiological system but it will also help the bioengineers to choose proper implant materials to design artificial vascular organs for the purpose of prosthesis.
    keyword(s): Water , Pressure , Fluids , Permeability , Seepage (Hydrology) , Stress , Design , Prostheses , Displacement , Elastic constants , Equations , Pressure gradient , Soil AND Physiology ,
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      A Theoretical Model for Water Flux Through the Artery Wall

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/102226
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    • Journal of Biomechanical Engineering

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    contributor authorR. Jain
    contributor authorG. Jayaraman
    date accessioned2017-05-08T23:24:23Z
    date available2017-05-08T23:24:23Z
    date copyrightNovember, 1987
    date issued1987
    identifier issn0148-0731
    identifier otherJBENDY-25830#311_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102226
    description abstractA two layer model for water flux through the artery is studied using a matematical model based on the theory for the consolidation of water saturated soils. The matrix is considered to be constituted by two layers with different permeabilities and different elastic constants and the two systems of equations are coupled with the condition of continuity of pressure, total stress, solid displacement and fluid seepage velocity at the interface. The luminal pressure is considered to be harmonic in time. Exact solutions are obtained for displacements and pressures in both the layers. For large consolidation times, large pressure gradients are found to exist near the boundaries and at the interface. The heterogeneous model may not only be useful to understand the mechanics of transport in the physiological system but it will also help the bioengineers to choose proper implant materials to design artificial vascular organs for the purpose of prosthesis.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA Theoretical Model for Water Flux Through the Artery Wall
    typeJournal Paper
    journal volume109
    journal issue4
    journal titleJournal of Biomechanical Engineering
    identifier doi10.1115/1.3138686
    journal fristpage311
    journal lastpage317
    identifier eissn1528-8951
    keywordsWater
    keywordsPressure
    keywordsFluids
    keywordsPermeability
    keywordsSeepage (Hydrology)
    keywordsStress
    keywordsDesign
    keywordsProstheses
    keywordsDisplacement
    keywordsElastic constants
    keywordsEquations
    keywordsPressure gradient
    keywordsSoil AND Physiology
    treeJournal of Biomechanical Engineering:;1987:;volume( 109 ):;issue: 004
    contenttypeFulltext
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