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    A New Three-Dimensional Exponential Material Model of the Coronary Arterial Wall to Include Shear Stress Due to Torsion

    Source: Journal of Biomechanical Engineering:;2008:;volume( 130 ):;issue: 005::page 51001
    Author:
    J. Scott Van Epps
    ,
    David A. Vorp
    DOI: 10.1115/1.2948396
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The biomechanical milieu of the coronary arteries is unique in that they experience mechanical deformations of twisting, bending, and stretching due to their tethering to the epicardial surface. Spatial variations in stresses caused by these deformations could account for the heterogeneity of atherosclerotic plaques within the coronary tree. The goal of this work was to utilize previously reported shear moduli to calculate a shear strain parameter for a Fung-type exponential model of the arterial wall and determine if this single constant can account for the observed behavior of arterial segments under torsion. A Fung-type exponential strain-energy function was adapted to include a torsional shear strain term. The material parameter for this term was determined from previously published data describing the relationship between shear modulus and circumferential stress and longitudinal stretch ratio. Values for the shear strain parameter were determined for three geometries representing the mean porcine left anterior descending coronary artery dimensions plus or minus one standard deviation. Finite element simulation of triaxial biomechanical testing was then used to validate the model. The mean value calculated for the shear strain parameter was 0.0759±0.0009 (N=3 geometries). In silico triaxial experiments demonstrated that the shear modulus is directly proportional to the applied pressure at a constant longitudinal stretch ratio and to the stretch ratio at a constant pressure. Shear moduli determined from these simulations showed excellent agreement to shear moduli reported in literature. Previously published models describing the torsional shear behavior of porcine coronary arteries require a total of six independent constants. We have reduced that description into a single parameter in a Fung-type exponential strain-energy model. This model will aid in the estimation of wall stress distributions of vascular segments undergoing torsion, as such information could provide insight into the role of mechanical stimuli in the localization of atherosclerotic plaque formation.
    keyword(s): Shear (Mechanics) , Torsion , Deformation , Stress , Coronary arteries , Finite element analysis , Pressure , Vessels , Biomechanics , Shear modulus AND Atherosclerosis ,
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      A New Three-Dimensional Exponential Material Model of the Coronary Arterial Wall to Include Shear Stress Due to Torsion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/137400
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    • Journal of Biomechanical Engineering

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    contributor authorJ. Scott Van Epps
    contributor authorDavid A. Vorp
    date accessioned2017-05-09T00:26:54Z
    date available2017-05-09T00:26:54Z
    date copyrightOctober, 2008
    date issued2008
    identifier issn0148-0731
    identifier otherJBENDY-26822#051001_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/137400
    description abstractThe biomechanical milieu of the coronary arteries is unique in that they experience mechanical deformations of twisting, bending, and stretching due to their tethering to the epicardial surface. Spatial variations in stresses caused by these deformations could account for the heterogeneity of atherosclerotic plaques within the coronary tree. The goal of this work was to utilize previously reported shear moduli to calculate a shear strain parameter for a Fung-type exponential model of the arterial wall and determine if this single constant can account for the observed behavior of arterial segments under torsion. A Fung-type exponential strain-energy function was adapted to include a torsional shear strain term. The material parameter for this term was determined from previously published data describing the relationship between shear modulus and circumferential stress and longitudinal stretch ratio. Values for the shear strain parameter were determined for three geometries representing the mean porcine left anterior descending coronary artery dimensions plus or minus one standard deviation. Finite element simulation of triaxial biomechanical testing was then used to validate the model. The mean value calculated for the shear strain parameter was 0.0759±0.0009 (N=3 geometries). In silico triaxial experiments demonstrated that the shear modulus is directly proportional to the applied pressure at a constant longitudinal stretch ratio and to the stretch ratio at a constant pressure. Shear moduli determined from these simulations showed excellent agreement to shear moduli reported in literature. Previously published models describing the torsional shear behavior of porcine coronary arteries require a total of six independent constants. We have reduced that description into a single parameter in a Fung-type exponential strain-energy model. This model will aid in the estimation of wall stress distributions of vascular segments undergoing torsion, as such information could provide insight into the role of mechanical stimuli in the localization of atherosclerotic plaque formation.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleA New Three-Dimensional Exponential Material Model of the Coronary Arterial Wall to Include Shear Stress Due to Torsion
    typeJournal Paper
    journal volume130
    journal issue5
    journal titleJournal of Biomechanical Engineering
    identifier doi10.1115/1.2948396
    journal fristpage51001
    identifier eissn1528-8951
    keywordsShear (Mechanics)
    keywordsTorsion
    keywordsDeformation
    keywordsStress
    keywordsCoronary arteries
    keywordsFinite element analysis
    keywordsPressure
    keywordsVessels
    keywordsBiomechanics
    keywordsShear modulus AND Atherosclerosis
    treeJournal of Biomechanical Engineering:;2008:;volume( 130 ):;issue: 005
    contenttypeFulltext
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