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Mathematics of Computation

Published by the American Mathematical Society since 1960 (published as Mathematical Tables and other Aids to Computation 1943-1959), Mathematics of Computation is devoted to research articles of the highest quality in computational mathematics.

ISSN 1088-6842 (online) ISSN 0025-5718 (print)

The 2020 MCQ for Mathematics of Computation is 1.78.

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Locking-free finite elements for the Reissner-Mindlin plate
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by Richard S. Falk and Tong Tu PDF
Math. Comp. 69 (2000), 911-928 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
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Additional 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