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Courant’s Triangular Elements with Linear Interpolants

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Abstract

For one-dimensional domain the Lagrange interpolation, with the polynomial structure, furnishes an excellent approximation. For two non-zero data points, the Lagrange interpolant is a straight line. Piecewise parabolic approximations are also quite popular.

The linear interpolation over a triangulated mesh is the two-dimensional counterpart of the Lagrange interpolation with two data points.

Courant illustrated two-dimensional spatial discretization for the structural mechanics problem of torsion pertaining to a non-circular prismatic bar (Courant, Bull Am Math Soc 49(1):1–29, 1943) (In his first sentence of the last paragraph, Courant wrote: “Of course, one must not expect good local results from a method using so few elements.” Obviously, he was talking about a finite number of elements. We can therefore credit Courant to be initiator of finite elements.). He demonstrated the intimate connection between triangulation and linear interpolants.

A collection of scholarly papers appears in Michal Křížek and Stenberg (eds) (Finite element methods: fifty years of the Courant element. CRC Press, Boca Raton, 1994 (Marcel Dekker, Jyvaskyla, 1993)). This chapter prepares readers to undertake such in-depth studies.

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Notes

  1. 1.

    This corresponds to the unit virtual displacement \(\left \{\delta r^{(i)}\right \}\) of Sect. 2.1.6.

  2. 2.

    \(\left \{1,x,y\right \}\), the independent polynomial terms, are the Rayleigh modes, since they satisfy equilibrium, for generating nodal shape functions \(\mathfrak{n}_{i}(x,y).\) This is elaborated in Sect. 3.2.3.

  3. 3.

    We can utilize the List structure of Mathematica to evaluate the denominator only once for all three shape functions.

  4. 4.

    The word is derived from Latin tessella that is a small piece to make mosaics.

  5. 5.

    Change of u to ϕ in Sect. 3.3.1.2 avoids conflicts with displacements u i (x, y, z).

  6. 6.

    This is a chance for us to review the method of potentials to solve the classical torsion problem of linear elasticity [5]; this “typo” in [1] did not affect any numerical result in the Appendix, page 20, of Courant’s pioneering work [1].

  7. 7.

    This gives us an opportunity to familiarize ourselves with the divergence theorem.

References

  1. Courant R (1943) Variational methods for the solution of problems of equilibrium and vibration. Bull Am Math Soc 49(1):1–29

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  2. Felippa CA (1994) 50 year classic reprint: an appreciation of R. Courant’s ‘variational methods for the solution of problems of equilibrium and vibrations,’ 1943. Int J Numer Methods Eng 37:2159–2187

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  3. Fenner RT (1975) Finite element methods for engineers. Imperial College Press/Macmillan, London/New York

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  4. Gupta KK, Meek JL (1996) A brief history of the beginning of the finite element method. Int J Numer Methods Eng 39:3761–3774

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  5. Love AEH (1944) A treatise on the mathematical theory of elasticity. Dover, New York

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  6. Michal Křížek PN, Stenberg R (eds) (1994) Finite element methods: fifty years of the Courant element. CRC Press, Boca Raton (Marcel Dekker, Jyvaskyla, 1993)

    Google Scholar 

  7. Wolfram S (2015) An elementary introduction to the Wolfram Language. Wolfram Media, New York

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Dasgupta, G. (2018). Courant’s Triangular Elements with Linear Interpolants. In: Finite Element Concepts. Springer, New York, NY. https://doi.org/10.1007/978-1-4939-7423-8_3

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  • DOI: https://doi.org/10.1007/978-1-4939-7423-8_3

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