Detail publikace

Konstitutivní rovnice a konečnoprvková formulace pro anizotropní hyprelastický kompozit, založené na svázané Cosseratově teorii kontinua

LASOTA, T. BURŠA, J. FEDOROVA, S.

Český název

Konstitutivní rovnice a konečnoprvková formulace pro anizotropní hyprelastický kompozit, založené na svázané Cosseratově teorii kontinua

Anglický název

Constitutive equations and finite element formulation for anisotropic hyperelastic composites based on constrained Cosserat continuum

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

en

Originální abstrakt

The paper deals with computational simulations of composites with hyperelastic matrix and steel fibres. By comparing different models we found out that present anisotropic hyperelastic models are able to give realistic results only if the fibres are tensed without bending. Hence, we followed Spencer and Soldatos who introduced constitutive equations for anisotropic hyperelastic fibre reinforced composites with bending stiffness of fibres, based on constrained Cosserat theory, which is very complex for practical use. Therefore, we applied some simplifications introduced by Spencer and added some others. After derivation of simplified equations, finite element formulation was elaborated. Due to constraint between rotations and displacements, second derivatives of displacements occur in the finite element formulation. To achieve convergence, continuity of displacements and their first derivatives must be satisfied at element boundaries. We proposed formulation based on minimization of the functional with displacements, rotations and Lagrange multiplier as degrees of freedom.

Český abstrakt

Článek se zabývá návrhem konstitutivních rovnic pro kompozity s elastomerovou matricí vyztuženou vlákny s nenulovou ohybovou tuhostí. Navržené konstitutivní rovnice jsou založeny na svázané Cosseratově teorii kontinua. Jaou analyzovány možnosti implementace těchto konstitutivních rovnic do programu pro metodu konečných prvků.

Anglický abstrakt

The paper deals with computational simulations of composites with hyperelastic matrix and steel fibres. By comparing different models we found out that present anisotropic hyperelastic models are able to give realistic results only if the fibres are tensed without bending. Hence, we followed Spencer and Soldatos who introduced constitutive equations for anisotropic hyperelastic fibre reinforced composites with bending stiffness of fibres, based on constrained Cosserat theory, which is very complex for practical use. Therefore, we applied some simplifications introduced by Spencer and added some others. After derivation of simplified equations, finite element formulation was elaborated. Due to constraint between rotations and displacements, second derivatives of displacements occur in the finite element formulation. To achieve convergence, continuity of displacements and their first derivatives must be satisfied at element boundaries. We proposed formulation based on minimization of the functional with displacements, rotations and Lagrange multiplier as degrees of freedom.

Klíčová slova česky

Anizotropie; Hyperelasticita; Vláknový kompozit; Cosseratovo kontinuum; Metoda konečných prvků.

Klíčová slova anglicky

hyperelasticity, anisotropy, fibre composite, Cosserat continuum, finite element method

Rok RIV

2012

Vydáno

04.09.2012

Nakladatel

Elsevier

Místo

Vienna

ISBN

978-3-9502481-9-7

Kniha

ECCOMAS 2012 - European Congress on Computational Methods in Applied Sciences and Engineering, e-Book Full Papers

Strany od–do

3379–3389

Počet stran

11

BIBTEX


@inproceedings{BUT97229,
  author="Tomáš {Lasota} and Jiří {Burša} and Svitlana {Fedorova},
  title="Constitutive equations and finite element formulation for anisotropic hyperelastic composites based on constrained Cosserat continuum",
  booktitle="ECCOMAS 2012 - European Congress on Computational Methods in Applied Sciences and Engineering, e-Book Full Papers",
  year="2012",
  month="September",
  pages="3379--3389",
  publisher="Elsevier",
  address="Vienna",
  isbn="978-3-9502481-9-7"
}