2019
DOI: 10.1002/pamm.201900341
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A New C0‐Continuous FE‐Formulation for Finite Gradient Elasticity

Abstract: Three field mixed C 0 -continuous gradient elasticity finite element formulations contain both displacement and displacement gradients as solution variables. In this contribution a new formulation is proposed, in which the displacements are not part of the problem anymore, but only displacement gradients, leading to a reduced number of variables to be discretized. In numerical examples the proposed formulations are compared to finite strain adaptations of existing mixed three field approaches for small strains… Show more

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Cited by 2 publications
(4 citation statements)
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“…Here, Ψ loc (H) is a classical Neo Hooke energy function and Ψ nloc (∇H) is a quadratic gradient enhancement term (cf. [2]). On the unit square (cf.…”
Section: Numerical Examplesmentioning
confidence: 99%
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“…Here, Ψ loc (H) is a classical Neo Hooke energy function and Ψ nloc (∇H) is a quadratic gradient enhancement term (cf. [2]). On the unit square (cf.…”
Section: Numerical Examplesmentioning
confidence: 99%
“…Therefore the additional term (5) does not alter the solution of problem (3). Table 1 shows an overview of the finite element discretizations which are conforming to the Sobolev spaces of the solution variables and for which discrete inf-sup stability is proven in [2] (see also [3]). In the 3D case, an additional Lagrange multiplier µ h ∈ L 2 0 (B, IR 3 ) ∩ P 0 ensures vanishing divergence of Φ ∈ H(Div 0 ; B, (IR 3 ) 2 ).…”
Section: Introductionmentioning
confidence: 99%
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