Mixed finite elements for elasticity
By Douglas N. Arnold, Ragnar Winther. Numerische Mathematik, 2002
442 citations recorded by the source corpus.
Subfields: Biomedical Engineering, Computational Mechanics, Mechanics of Materials
View Paper: https://www.semanticscholar.org/paper/63634b050f1c8d94c54d88a05add3e019608ad7f
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Biomedical Engineering
- Son-Young Yi
- Richard S. Falk
- Douglas N. Arnold
- Ragnar Winther
- Jean-Pierre Vilotte
- G. Festa
- K A Mardal
- Garth N. Wells
In Computational Mechanics
- Richard S. Falk
- Son-Young Yi
- Ragnar Winther
- K A Mardal
- Garth N. Wells
- Anders Logg
- Douglas N. Arnold
- Jean-Pierre Vilotte
In Mechanics of Materials
- Son-Young Yi
- Richard S. Falk
- Ragnar Winther
- Douglas N. Arnold
- Elias C. Aifantis
- K A Mardal
- Anders Logg
- H. Askes
Citations in the corpus
- Convergence analysis of a new mixed finite element method for Biot's consolidation model (2014, methodology): “Recall that ∇ · Vh = Wh [20] and ∇ · h = Uh if d = ∅ [16].”
- The Newmark scheme as velocity–stress time-staggering: an efficient PML implementation for spectral element simulations of elastodynamics (2005, methodology): “Even though promising direct consistent discretization of the stress space have been recently proposed (Arnold & Winther 2002; Bécache et al. 2002), high-order discretization preserving the geometrical flexibility of SE and the symmetry of the stress remains a challenging problem without resorting…”
- Automated Solution of Differential Equations by the Finite Element Method: The FEniCS Book (2012, methodology): “The stability theory for mixed finite element discretizations originates from the work of Babuška (1973) and Brezzi (1974) in the early 1970’s.”
- A Second Elasticity Element Using the Matrix Bubble (2012, background): “While it may be preferable to use finite elements that keep the exact symmetry of the stress tensor, the known symmetric stress elements for the mixed formulation have too many degrees of freedom to make it practically attractive [1, 3, 7].”
- A review of unified a posteriori finite element error control (2012, unknown): “[7]).”
- NONCONFORMING MIXED ELEMENTS FOR ELASTICITY (2003, background): “Mathematical Models and Methods in Applied Sciences Vol. 13, No. 3 (2003) 295–307 c© World Scientific Publishing Company”
- Mixed finite element methods for incompressible flow: Stationary Stokes equations (2010, background): “The most significant ones are the increase in the number of unknowns and the symmetry requirement for the stress tensor [2].”
- Finite element exterior calculus: From hodge theory to numerical stability (2009, methodology): “The plane elasticity elements of [11] were generalized to three dimensions in [3].”