Locking-free finite elements for the Reissner-Mindlin plate
HTML articles powered by AMS MathViewer
- by Richard S. Falk and Tong Tu;
- Math. Comp. 69 (2000), 911-928
- DOI: https://doi.org/10.1090/S0025-5718-99-01165-5
- Published electronically: August 20, 1999
- PDF | Request permission
Abstract:
Two new families of Reissner-Mindlin triangular finite elements are analyzed. One family, generalizing an element proposed by Zienkiewicz and Lefebvre, approximates (for $k\ge 1)$ the transverse displacement by continuous piecewise polynomials of degree $k+1$, the rotation by continuous piecewise polynomials of degree $k+1$ plus bubble functions of degree $k+3$, and projects the shear stress into the space of discontinuous piecewise polynomials of degree $k$. The second family is similar to the first, but uses degree $k$ rather than degree $k+1$ continuous piecewise polynomials to approximate the rotation. We prove that for $2\le s\le k+1$, the $L^2$ errors in the derivatives of the transverse displacement are bounded by $Ch^s$ and the $L^2$ errors in the rotation and its derivatives are bounded by $Ch^s\min (1,ht^{-1})$ and $Ch^{s-1}\min (1,ht^{-1})$, respectively, for the first family, and by $Ch^s$ and $Ch^{s-1}$, respectively, for the second family (with $C$ independent of the mesh size $h$ and plate thickness $t)$. These estimates are of optimal order for the second family, and so it is locking-free. For the first family, while the estimates for the derivatives of the transverse displacement are of optimal order, there is a deterioration of order $h$ in the approximation of the rotation and its derivatives for $t$ small, demonstrating locking of order $h^{-1}$. Numerical experiments using the lowest order elements of each family are presented to show their performance and the sharpness of the estimates. Additional experiments show the negative effects of eliminating the projection of the shear stress.References
- Douglas N. Arnold, Innovative finite element methods for plates, Mat. Apl. Comput. 10 (1991), no. 2, 77–88 (English, with Portuguese summary). MR 1172086
- Douglas N. Arnold and Richard S. Falk, A uniformly accurate finite element method for the Reissner-Mindlin plate, SIAM J. Numer. Anal. 26 (1989), no. 6, 1276–1290. MR 1025088, DOI 10.1137/0726074
- Douglas N. Arnold and Richard S. Falk, The boundary layer for the Reissner-Mindlin plate model, SIAM J. Math. Anal. 21 (1990), no. 2, 281–312. MR 1038893, DOI 10.1137/0521016
- Douglas N. Arnold and Richard S. Falk, Asymptotic analysis of the boundary layer for the Reissner-Mindlin plate model, SIAM J. Math. Anal. 27 (1996), no. 2, 486–514. MR 1377485, DOI 10.1137/S0036141093245276
- Douglas N. Arnold and Richard S. Falk, Analysis of a linear-linear finite element for the Reissner-Mindlin plate model, Math. Models Methods Appl. Sci. 7 (1997), no. 2, 217–238. MR 1440607, DOI 10.1142/S0218202597000141
- K. J. Bathe, F. Brezzi, and S. W. Cho, The MITC7 and MITC9 plate bending elements, Comput. & Structures 32 (1989), 797–841.
- Franco Brezzi, Klaus-Jürgen Bathe, and Michel Fortin, Mixed-interpolated elements for Reissner-Mindlin plates, Internat. J. Numer. Methods Engrg. 28 (1989), no. 8, 1787–1801. MR 1008138, DOI 10.1002/nme.1620280806
- James H. Bramble and Tong Sun, A negative-norm least squares method for Reissner-Mindlin plates, Math. Comp. 67 (1998), no. 223, 901–916. MR 1474648, DOI 10.1090/S0025-5718-98-00972-7
- F. Brezzi and M. Fortin, Numerical approximation of Mindlin-Reissner plates, Math. Comp. 47 (1986), no. 175, 151–158. MR 842127, DOI 10.1090/S0025-5718-1986-0842127-7
- Franco Brezzi, Michel Fortin, and Rolf Stenberg, Error analysis of mixed-interpolated elements for Reissner-Mindlin plates, Math. Models Methods Appl. Sci. 1 (1991), no. 2, 125–151. MR 1115287, DOI 10.1142/S0218202591000083
- Ricardo Durán, Adriana Ghioldi, and Noemí Wolanski, A finite element method for the Mindlin-Reissner plate model, SIAM J. Numer. Anal. 28 (1991), no. 4, 1004–1014. MR 1111450, DOI 10.1137/0728053
- Ricardo Durán and Elsa Liberman, On mixed finite element methods for the Reissner-Mindlin plate model, Math. Comp. 58 (1992), no. 198, 561–573. MR 1106965, DOI 10.1090/S0025-5718-1992-1106965-0
- Ricardo G. Durán and Elsa Liberman, On the convergence of a triangular mixed finite element method for Reissner-Mindlin plates, Math. Models Methods Appl. Sci. 6 (1996), no. 3, 339–352. MR 1388710, DOI 10.1142/S0218202596000110
- J. R. Whiteman (ed.), The mathematics of finite elements and applications. VII, Academic Press, Ltd., London, 1991. MR 1132483
- L. Franca, R. Stenberg and T. Vihinen, A nonconforming finite element method for the Reissner-Mindlin plate bending model, Proc. 13th IMACS World Conf. Computation and Applied Mathematics, (Vichnevetsky and Miller, eds.), Trinity College, Dublin, 4 (1991), 1907–1908.
- Thomas J. R. Hughes and Leopoldo P. Franca, A mixed finite element formulation for Reissner-Mindlin plate theory: uniform convergence of all higher-order spaces, Comput. Methods Appl. Mech. Engrg. 67 (1988), no. 2, 223–240. MR 929284, DOI 10.1016/0045-7825(88)90127-2
- E. Oñate, F. Zarate and F. Flores, A simple triangular element for thick and thin plate and shell analysis, Internat. J. Numer. Method. Engrg. 37 (1994), 2569–2582.
- P. Peisker and D. Braess, Uniform convergence of mixed interpolated elements for Reissner-Mindlin plates, RAIRO Modél. Math. Anal. Numér. 26 (1992), no. 5, 557–574 (English, with English and French summaries). MR 1177387, DOI 10.1051/m2an/1992260505571
- Juhani Pitkäranta, Analysis of some low-order finite element schemes for Mindlin-Reissner and Kirchhoff plates, Numer. Math. 53 (1988), no. 1-2, 237–254. MR 946378, DOI 10.1007/BF01395887
- Juhani Pitkäranta and Manil Suri, Design principles and error analysis for reduced-shear plate-bending finite elements, Numer. Math. 75 (1996), no. 2, 223–266. MR 1421988, DOI 10.1007/s002110050238
- R. Stenberg and T. Vihinen, Calculations with some linear elements for Reissner-Mindlin plates, Proc. European Conf. New Advances in Computational Structural Mechanics, Giens, France, (1991), 505–511.
- T. Tu, Performance of Reissner-Mindlin Elements, Ph.D. Thesis, Dept. Math., Rutgers University, 1998.
- O. C. Zienkiewicz and D. Lefebvre, A robust triangular plate bending element of the Reissner-Mindlin plate, Internat. J. Numer. Methods Engrg. 26 (1998), 1169–1184.
- O. C. Zienkiewicz, R. L. Taylor, P. Papadopoulos and E. Oñate, Plate bending elements with discrete constraints: New triangular elements, Comput. & Structures 35 (1990), 505–522.
Bibliographic Information
- Richard S. Falk
- Affiliation: Department of Mathematics, Rutgers University, Piscataway, New Jersey 08854
- Email: falk@math.rutgers.edu
- Tong Tu
- Affiliation: Bloomberg Princeton Index Group, 100 Business Park Drive, Skillman, New Jersey 08858
- Email: tongtu@bloomberg.net
- Received by editor(s): August 14, 1998
- Published electronically: August 20, 1999
- Additional Notes: The first author was supported by NSF grant DMS-9704556
- © Copyright 2000 American Mathematical Society
- Journal: Math. Comp. 69 (2000), 911-928
- MSC (1991): Primary 65N30, 73K10, 73K25
- DOI: https://doi.org/10.1090/S0025-5718-99-01165-5
- MathSciNet review: 1665950