NONCONFORMING MIXED ELEMENTS FOR ELASTICITY

Douglas N. Arnold, Ragnar Winther

Mathematical Models and Methods in Applied Sciences · 2003 · 112 citations · 11 references

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Abstract

We construct first-order, stable, nonconforming mixed finite elements for plane elasticity and analyze their convergence. The mixed method is based on the Hellinger–Reissner variational formulation in which the stress and displacement fields are the primary unknowns. The stress elements use polynomial shape functions but do not involve vertex degrees of freedom.

References

11