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Computational modelling of fibre-reinforced hyperelastic solids with fibre bending stiffness

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26210%2F13%3APU105032" target="_blank" >RIV/00216305:26210/13:PU105032 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Computational modelling of fibre-reinforced hyperelastic solids with fibre bending stiffness

  • Original language description

    In the paper, the hyperelastic material reinforced by steel fibres is considered. Conventional anisotropic constitutive models include the reinforcing effect of tension stiffness of fibres, but neglect their bending stiffness. We, however, consider the case when the size, material properties and structure of fibres do not allow to assume their perfect flexibility. An appropriate strain energy function is proposed following the approach of Spencer and Soldatos (A.J.M. Spencer, K.P. Soldatos: Finite deformations of fibre-reinforced elastic solid withfibre bending stiffness. Int. J. Nonlinear Mech., 42 (2007)). It takes hyperelasticity and anisotropy of the material, including bending stiffness of fibres, into account. The constitutive model employs curvature of fibres and is based on the constrained Cosserat theory. It means that strain energy includes couple stresses and derivatives of rotation in addition to common stresses and strains. Due to the constrained theory, rotations are not

  • Czech name

  • Czech description

Classification

  • Type

    O - Miscellaneous

  • CEP classification

    BM - Solid-state physics and magnetism

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GA13-16304S" target="_blank" >GA13-16304S: Prediction of rupture of abdominal aortic aneurysm on the basis of computational modelling</a><br>

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2013

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů