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  • Two material models of an arterial wall based on hyperelastic approach are compared within a solution of a boundary value problem for thick-walled tube. Thick-walled tube, which is the computational model used here, was loaded by internal pressure p = 16 kPa and axial pre-stretches z = 1.15, 1.3, 1.45. An influence of residual strains was included. It is shown that purely phenomenological model revealed circumferential Cauchy stress distribution in the range of supposed physiological values. Structural model based on a fiber-reinforcement is significantly more compliant than phenomenological one. Moreover, the residual strains are necessary in the structural model to obtain physiological values of circumferential stress. An influence of an helix angle, which is a structural parameter, on the stress distribution was determined.
  • Two material models of an arterial wall based on hyperelastic approach are compared within a solution of a boundary value problem for thick-walled tube. Thick-walled tube, which is the computational model used here, was loaded by internal pressure p = 16 kPa and axial pre-stretches z = 1.15, 1.3, 1.45. An influence of residual strains was included. It is shown that purely phenomenological model revealed circumferential Cauchy stress distribution in the range of supposed physiological values. Structural model based on a fiber-reinforcement is significantly more compliant than phenomenological one. Moreover, the residual strains are necessary in the structural model to obtain physiological values of circumferential stress. An influence of an helix angle, which is a structural parameter, on the stress distribution was determined. (en)
Title
  • Stress distribution in human artery based on several types of SEDF
  • Stress distribution in human artery based on several types of SEDF (en)
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  • Stress distribution in human artery based on several types of SEDF
  • Stress distribution in human artery based on several types of SEDF (en)
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  • RIV/68407700:21220/06:00123378!RIV11-GA0-21220___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA106/04/1181), Z(MSM6840770012)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
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http://linked.open...iv/duvernostUdaju
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  • 501833
http://linked.open...ai/riv/idVysledku
  • RIV/68407700:21220/06:00123378
http://linked.open...riv/jazykVysledku
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  • aorta; fiber reinforced composite; hyperelasticity; pitch angle; residual strain (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [DF0A9E7BB7AF]
http://linked.open...v/mistoKonaniAkce
  • Svratka
http://linked.open...i/riv/mistoVydani
  • Praha
http://linked.open...i/riv/nazevZdroje
  • Engineering Mechanics 2006
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Adámek, T.
  • Horný, Lukáš
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • Ústav teoretické a aplikované mechaniky AV ČR
https://schema.org/isbn
  • 80-86246-27-2
http://localhost/t...ganizacniJednotka
  • 21220
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