×

A mixed finite element method for nearly incompressible elasticity and Stokes equations using primal and dual meshes with quadrilateral and hexahedral grids. (English) Zbl 1293.65157

Summary: We consider a mixed finite element method for approximating the solution of nearly incompressible elasticity and Stokes equations. The finite element method is based on quadrilateral and hexahedral triangulation using primal and dual meshes. We use the standard bilinear and trilinear finite element space enriched with element-wise defined bubble functions with respect to the primal mesh for the displacement or velocity, whereas the pressure space is discretized by using a piecewise constant finite element space with respect to the dual mesh.

MSC:

65N30 Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs
65N15 Error bounds for boundary value problems involving PDEs
74S05 Finite element methods applied to problems in solid mechanics
74B10 Linear elasticity with initial stresses
76M10 Finite element methods applied to problems in fluid mechanics
76D07 Stokes and related (Oseen, etc.) flows

References:

[1] Lamichhane, B. P., Inf-sup stable finite element pairs based on dual meshes and bases for nearly incompressible elasticity, IMA Journal of Numerical Analysis, 29, 404-420 (2009) · Zbl 1160.74046
[2] Arnold, D. N.; Brezzi, F.; Fortin, M., A stable finite element for the Stokes equations, Calcolo, 21, 337-344 (1984) · Zbl 0593.76039
[3] Bai, W., A quadrilateral ‘mini’ finite element for the Stokes problem, Computer Methods in Applied Mechanics and Engineering, 143, 41-47 (1997) · Zbl 0895.76042
[4] Brenner, S. C.; Sung, L., Linear finite element methods for planar linear elasticity, Mathematics of Computation, 59, 321-338 (1992) · Zbl 0766.73060
[5] Vogelius, M., An analysis of the p-version of the finite element method for nearly incompressible materials. Uniformly valid, optimal error estimates, Numerische Mathematik, 41, 39-53 (1983) · Zbl 0504.65061
[6] Kozlov, V. A.; Maz’ya, V. G.; Rossmann, J., (Spectral Problems Associated with Corner Singularities of Solutions to Elliptic Equations. Spectral Problems Associated with Corner Singularities of Solutions to Elliptic Equations, Mathematical Surveys and Monographs, vol. 85 (2001), American Mathematical Society: American Mathematical Society Providence, RI) · Zbl 0965.35003
[7] Brezzi, F.; Fortin, M., Mixed and Hybrid Finite Element Methods (1991), Springer-Verlag: Springer-Verlag New York · Zbl 0788.73002
[8] Ewing, R. E.; Lin, T.; Lin, Y., On the accuracy of the finite volume element method based on piecewise linear polynomials, SIAM Journal on Numerical Analysis, 39, 1865-1888 (2002) · Zbl 1036.65084
[9] Stenberg, R., A technique for analysing finite element methods for viscous incompressible flow, International Journal for Numerical Methods in Fluids, 11, 935-948 (1990) · Zbl 0704.76017
[10] Flanagan, D. P.; Belytschko, T., A uniform strain hexahedron and quadrilateral with orthogonal hourglass control, International Journal for Numerical Methods in Engineering, 17, 679-706 (1981) · Zbl 0478.73049
[11] Dohrmann, C. R.; Heinstein, M. W.; Jung, J.; Key, S. W.; Witkowski, W. R., Node-based uniform strain elements for three-node triangular and four-node tetrahedral meshes, International Journal for Numerical Methods in Engineering, 47, 1549-1568 (2000) · Zbl 0989.74067
[12] Lamichhane, B. P., From the Hu-Washizu formulation to the average nodal strain formulation, Computer Methods in Applied Mechanics and Engineering, 198, 3957-3961 (2009) · Zbl 1231.74424
[13] Simo, J. C.; Rifai, M. S., A class of assumed strain method and the methods of incompatible modes, International Journal for Numerical Methods in Engineering, 29, 1595-1638 (1990) · Zbl 0724.73222
[14] Küssner, M.; Reddy, B. D., The equivalent parallelogram and parallelepiped, and their application to stabilized finite elements in two and three dimensions, Computer Methods in Applied Mechanics and Engineering, 190, 1967-1983 (2001) · Zbl 1049.74047
[15] Kasper, E. P.; Taylor, R. L., A mixed-enhanced strain method. Part I: geometrically linear problems, Computers and Structures, 75, 237-250 (2000)
This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. In some cases that data have been complemented/enhanced by data from zbMATH Open. This attempts to reflect the references listed in the original paper as accurately as possible without claiming completeness or a perfect matching.