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Statements

Subject Item
n2:RIV%2F00216305%3A26210%2F13%3APU105032%21RIV14-GA0-26210___
rdf:type
skos:Concept n16:Vysledek
dcterms: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 independent var 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 independent var
dcterms:title
Computational modelling of fibre-reinforced hyperelastic solids with fibre bending stiffness Computational modelling of fibre-reinforced hyperelastic solids with fibre bending stiffness
skos:prefLabel
Computational modelling of fibre-reinforced hyperelastic solids with fibre bending stiffness Computational modelling of fibre-reinforced hyperelastic solids with fibre bending stiffness
skos:notation
RIV/00216305:26210/13:PU105032!RIV14-GA0-26210___
n16:predkladatel
n17:orjk%3A26210
n3:aktivita
n15:S n15:P
n3:aktivity
P(GA13-16304S), S
n3:dodaniDat
n4:2014
n3:domaciTvurceVysledku
Fedorova, Svitlana n8:9145087 n8:5506476
n3:druhVysledku
n18:O
n3:duvernostUdaju
n5:S
n3:entitaPredkladatele
n7:predkladatel
n3:idSjednocenehoVysledku
66568
n3:idVysledku
RIV/00216305:26210/13:PU105032
n3:jazykVysledku
n12:eng
n3:klicovaSlova
hyperelasticity, anisotropy, fibre composite, Cosserat continuum, finite element method
n3:klicoveSlovo
n9:fibre%20composite n9:Cosserat%20continuum n9:hyperelasticity n9:anisotropy n9:finite%20element%20method
n3:kontrolniKodProRIV
[05F60EB7B337]
n3:obor
n13:BM
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
3
n3:projekt
n11:GA13-16304S
n3:rokUplatneniVysledku
n4:2013
n3:tvurceVysledku
Burša, Jiří Lasota, Tomáš Fedorova, Svitlana
n14:organizacniJednotka
26210