2019
DOI: 10.1142/s021987621950049x
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On Finite Element Implementation of Polyconvex Incompressible Hyperelasticity: Theory, Coding and Applications

Abstract: This work concerns mainly the finite element (FE) implementation of polyconvex incompressible hyperelastic models. A user material subroutine (UMAT) has been developed and can be utilized to define the aforementioned material behaviors in the FE system ABAQUS. The subroutine is written using a novel strategy in order to maximally simplify the relations for the analytical material Jacobian (MJ). The UMAT code is attached in the appendix. The developed subroutine allows to significantly decrease the time of comp… Show more

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Cited by 11 publications
(9 citation statements)
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“…where F is a deformation gradient and 'Cof' stands for cofactor. In the special case of isotropy [10], polyconvex potentials of hyperelasticity may be constructed as a sum of convex functionsŴ…”
Section: Isotropic Materials Modelmentioning
confidence: 99%
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“…where F is a deformation gradient and 'Cof' stands for cofactor. In the special case of isotropy [10], polyconvex potentials of hyperelasticity may be constructed as a sum of convex functionsŴ…”
Section: Isotropic Materials Modelmentioning
confidence: 99%
“…The function (8), defined with a help of (5) and (10), is polyconvex because of the fact that it is constructed as a sum of the convex functions as follows:…”
Section: Transversely Isotropic Materials Modelmentioning
confidence: 99%
“…In the case of material full incompressibility, for the uniaxial tension/compression (UT/UC) ̄1 =̄− 1∕2 1 and thus where S 1 is the first P-K stress tensor component. It follows from the relationships given in [26] that in the case of equibiaxial tension (BT) ̄1 =̄2 and the following relations for the components of first P-K stress tensor hold:…”
Section: Universal Relationships For Basic Experimental Testsmentioning
confidence: 99%
“…Thus, the experimental measurements obtained in Fig. 5 Isochoric deformation invariants as functions of stretch ratio: a uniaxial tension/compression and pure shear ( Ī 1 =Ī 2 ), b equibiaxial tension/compression [26] the PS test are insufficient for determining how the stored energy function depends on Ī 1 or Ī 2 . The PS data play a secondary role during the material parameter evaluation process.…”
Section: Mooney-rivlin and Neo-hookean Modelsmentioning
confidence: 99%
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