×

Locking-free finite element methods for linear and nonlinear elasticity in 2D and 3D. (English) Zbl 1173.74404

Summary: The uniform convergence of finite element approximations based on a modified Hu-Washizu formulation for the nearly incompressible linear elasticity is analyzed. We show the optimal and robust convergence of the displacement-based discrete formulation in the nearly incompressible case with the choice of approximations based on quadrilateral and hexahedral elements. These choices include bases that are well known, as well as newly constructed bases. Starting from a suitable three-field problem, we extend our \(\alpha \)-dependent three-field formulation to geometrically nonlinear elasticity with Saint-Venant Kirchhoff law. Additionally, an \(\alpha \)-dependent three-field formulation for a general hyperelastic material model is proposed. A range of numerical examples using different material laws for small and large strain elasticity is presented.

MSC:

74S05 Finite element methods applied to problems in solid mechanics
74B05 Classical linear elasticity
74B20 Nonlinear elasticity

Software:

UG
Full Text: DOI

References:

[1] Simo, J.; Rifai, M., A class of assumed strain methods and the method of incompatible modes, Int. J. Numer. Methods Engrg., 29, 1595-1638 (1990) · Zbl 0724.73222
[2] Simo, J.; Armero, F., Geometrically nonlinear enhanced strain mixed methods and the method of incompatible modes, Int. J. Numer. Methods Engrg., 33, 1413-1449 (1992) · Zbl 0768.73082
[3] Glaser, S.; Armero, F., On the formulation of enhanced strain finite elements in finite deformation, Engrg. Comput., 14, 759-791 (1997) · Zbl 1071.74699
[4] Armero, F., On the locking and stability of finite elements in finite deformation plane strain problems, Comput. Struct., 75, 261-290 (2000)
[5] Braess, D.; Carstensen, C.; Reddy, B., Uniform convergence and a posteriori error estimators for the enhanced strain finite element method, Numer. Math., 96, 461-479 (2004) · Zbl 1050.65097
[6] Pian, T.; Sumihara, K., Rational approach for assumed stress finite elements, Int. J. Numer. Methods Engrg., 20, 1685-1695 (1984) · Zbl 0544.73095
[7] Andelfinger, U.; Ramm, E., EAS-elements for two-dimensional, three-dimensional, plate and shell structures and their equivalence to HR-elements, Int. J. Numer. Methods Engrg., 36, 1311-1337 (1993) · Zbl 0772.73071
[8] Hu, H., On some variational principles in the theory of elasticity and the theory of plasticity, Sci. Sinica, 4, 33-54 (1955) · Zbl 0066.17903
[9] Washizu, K., Variational Methods in Elasticity and Plasticity (1982), Pergamon Press · Zbl 0164.26001
[10] Kasper, E.; Taylor, R., A mixed-enhanced strain method. Part I: geometrically linear problems, Comput. Struct., 75, 237-250 (2000)
[11] Kasper, E.; Taylor, R., A mixed-enhanced strain method. Part II: geometrically nonlinear problems, Comput. Struct., 75, 251-260 (2000)
[12] Romano, G.; Marrotti de Sciarra, F.; Diaco, M., Well-posedness and numerical performances of the strain gap method, Int. J. Numer. Methods Engrg., 51, 103-126 (2001) · Zbl 1049.74052
[13] Lamichhane, B.; Reddy, B.; Wohlmuth, B., Convergence in the incompressible limit of finite element approximations based on the Hu-Washizu formulation, Numer. Math., 104, 151-175 (2006) · Zbl 1175.74083
[14] Brenner, S.; Sung, L., Linear finite element methods for planar linear elasticity, Math. Comput., 59, 321-338 (1992) · Zbl 0766.73060
[15] Vogelius, M., An analysis of the p-version of the finite element method for nearly incompressible materials. Uniformly valid, optimal error estimates, Numer. Math., 41, 39-53 (1983) · Zbl 0504.65061
[16] Djoko, J.; Lamichhane, B.; Reddy, B.; Wohlmuth, B., Conditions for equivalence between the Hu-Washizu and related formulations, and computational behavior in the incompressible limit, Comput. Methods Appl. Mech. Engrg., 195, 4161-4178 (2006) · Zbl 1123.74020
[17] Girault, V.; Raviart, P.-A., Finite Element Methods for Navier-Stokes Equations (1986), Springer-Verlag: Springer-Verlag Berlin · Zbl 0413.65081
[18] Adams, R., Sobolev Spaces (1975), Academic Press: Academic Press New York · Zbl 0314.46030
[19] Stolarski, H.; Belytschko, T., Limitation principles for mixed finite elements based on the Hu-Washizu variational formulation, Comput. Methods Appl. Mech. Engrg., 60, 195-216 (1987) · Zbl 0613.73017
[20] Stein, E.; Rnter, M., Finite element methods for elasticity with error-controlled discretization and model adaptivity, (Stein, E.; de Borst, R.; Hughes, T., Encyclopedia Computational Mechanics (2004), Wiley), 5-58
[21] Nagtegaal, J.; Parks, D.; Rice, J., On numerically accurate finite element solutions in the fully plastic range, Comput. Methods Appl. Mech. Engrg., 4, 153-177 (1974) · Zbl 0284.73048
[22] Simo, J.; Taylor, R.; Pister, K., Variational and projection methods for the volume constraint in finite deformation elasto-plasticity, Comput. Methods Appl. Mech. Engrg., 51, 177-208 (1985) · Zbl 0554.73036
[23] Braess, D.; Ming, P.-B., A finite element method for nearly incompressible elasticity problems, Math. Comput., 74, 25-52 (2005) · Zbl 1112.74060
[24] Ciarlet, P., Mathematical Elasticity, Three-Dimensional Elasticity, vol. I (1988), North-Holland: North-Holland Amsterdam · Zbl 0648.73014
[25] Timoshenko, S.; Goodier, J., Theory of Elasticity (1970), McGraw-Hill: McGraw-Hill New York · Zbl 0266.73008
[26] Mijuca, D., On hexahedral finite element HC8/27 in elasticity, Comput. Mech., 33, 466-480 (2004) · Zbl 1115.74372
[27] Küssner, M.; Reddy, B., The equivalent parallelogram and parallelepiped, and their application to stabilized finite elements in two and three dimensions, Comput. Methods Appl. Mech. Engrg., 190, 1967-1983 (2001) · Zbl 1049.74047
[28] Merlini, T.; Morandini, M., The helicoidal modeling in computational finite elasticity. Part III: finite element approximation for non-polar media, Int. J. Solid Struct., 42, 6475-6513 (2005) · Zbl 1119.74320
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.