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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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