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Robust hybrid/mixed finite elements for rubber-like materials under severe compression
by
Schneider, Patrick
, Mittelstedt, Christian
, Schönherr, Josef Arthur
in
Classical and Continuum Physics
/ Computational Science and Engineering
/ Deformation
/ Engineering
/ Finite element method
/ Hydrostatic pressure
/ Isotropic material
/ Lagrange multiplier
/ Locking
/ Mathematical models
/ Mechanical engineering
/ Mechanics
/ Numerical stability
/ Original Paper
/ Robustness (mathematics)
/ Rubber
/ Stability analysis
/ Theoretical and Applied Mechanics
2022
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Robust hybrid/mixed finite elements for rubber-like materials under severe compression
by
Schneider, Patrick
, Mittelstedt, Christian
, Schönherr, Josef Arthur
in
Classical and Continuum Physics
/ Computational Science and Engineering
/ Deformation
/ Engineering
/ Finite element method
/ Hydrostatic pressure
/ Isotropic material
/ Lagrange multiplier
/ Locking
/ Mathematical models
/ Mechanical engineering
/ Mechanics
/ Numerical stability
/ Original Paper
/ Robustness (mathematics)
/ Rubber
/ Stability analysis
/ Theoretical and Applied Mechanics
2022
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While trying to remove the title from your shelf something went wrong :( Kindly try again later!
Do you wish to request the book?
Robust hybrid/mixed finite elements for rubber-like materials under severe compression
by
Schneider, Patrick
, Mittelstedt, Christian
, Schönherr, Josef Arthur
in
Classical and Continuum Physics
/ Computational Science and Engineering
/ Deformation
/ Engineering
/ Finite element method
/ Hydrostatic pressure
/ Isotropic material
/ Lagrange multiplier
/ Locking
/ Mathematical models
/ Mechanical engineering
/ Mechanics
/ Numerical stability
/ Original Paper
/ Robustness (mathematics)
/ Rubber
/ Stability analysis
/ Theoretical and Applied Mechanics
2022
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Robust hybrid/mixed finite elements for rubber-like materials under severe compression
Journal Article
Robust hybrid/mixed finite elements for rubber-like materials under severe compression
2022
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Overview
A new family of hybrid/mixed finite elements optimized for numerical stability is introduced. It comprises a linear hexahedral and quadratic hexahedral and tetrahedral elements. The element formulation is derived from a consistent linearization of a well-known three-field functional and related to Simo–Taylor–Pister (STP) elements. For the quadratic hexahedral and tetrahedral elements we derive (static reduced) discontinuous hybrid elements, as well as continuous mixed finite elements with additional primary unknowns for the hydrostatic pressure and the dilation, whereas the linear hexahedral element is of the discontinuous type. The elements can readily be used in combination with any isotropic, invariant-based hyperelastic material model and can be considered as being locking-free. In a representative numerical benchmark test the elements numerical stability is assessed and compared to STP-elements and the family of discontinuous hybrid elements implemented in the commercial finite element code Abaqus/Standard. The new elements show a significant advantage concerning the numerical robustness.
Publisher
Springer Berlin Heidelberg,Springer,Springer Nature B.V
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