2021
DOI: 10.1016/j.cma.2021.113857
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Three-field mixed finite element methods for nonlinear elasticity

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Cited by 9 publications
(10 citation statements)
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“…In [22,33], a hybridization technique is proposed and analyzed for the geometrically linear and nonlinear case, respectively. It has been shown that the proposed hybridization improves the condition of the assembled stiffness matrix, and (for linear elastic problems after static condensation of the stresses) leads to a symmetric positive definitive system matrix.…”
Section: The Tdnns Methods For Linear Elastic Solidsmentioning
confidence: 99%
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“…In [22,33], a hybridization technique is proposed and analyzed for the geometrically linear and nonlinear case, respectively. It has been shown that the proposed hybridization improves the condition of the assembled stiffness matrix, and (for linear elastic problems after static condensation of the stresses) leads to a symmetric positive definitive system matrix.…”
Section: The Tdnns Methods For Linear Elastic Solidsmentioning
confidence: 99%
“…The Lagrangian multiplier λ is a vector valued finite element function defined uniquely on the element (inter-)faces pointing into the normal direction (λ × n = 0). The according finite element space can be implemented by using a facet space equipped with a normal vector [4,21,22]. The hybridized variational problem reads: find u, T, and λ, with u and λ satisfying the essential boundary conditions u t = 0 and λ n = 0 on Γ u such that…”
Section: The Tdnns Methods For Linear Elastic Solidsmentioning
confidence: 99%
“…Remark 3.1 (Relation with the TDNNS method). We specifically mention that the use of an H(curl)-conforming space V k,s h for the displacement field is inspired by the recent TDNNS method [17], where good performance for nonlinear elastostatics was obersved in [14] for several numerical examples including nearly incompressible materials and thick/thin structures. A major difference between the TDNNS method [14] and the current HDG method (23) is on the choice of the finite element spaces for the tensor fields P h and F h .…”
Section: 3mentioning
confidence: 99%
“…We specifically mention that the use of an H(curl)-conforming space V k,s h for the displacement field is inspired by the recent TDNNS method [17], where good performance for nonlinear elastostatics was obersved in [14] for several numerical examples including nearly incompressible materials and thick/thin structures. A major difference between the TDNNS method [14] and the current HDG method (23) is on the choice of the finite element spaces for the tensor fields P h and F h . We use a simple tensor space with standard pull-back mappings from the reference element for both tensor fields, and use the (positive) HDG stabilization term in the numerical flux to enforce the stability of the scheme.…”
Section: 3mentioning
confidence: 99%
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