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Summary

Shape functions for commonly used plane and three-dimensional finite elements were established about 20 years ago. Over this time, substantial advances have been made in the design of computer algebra packages so that new elements can in principle be formulated quite quickly. In this paper some new elements are discussed. Attention is also given to the question of how good a particular element is.

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References

  1. ZIENKIEWICZ, O.C. — The Finite Element Method. 3rd Edition, McGraw-Hill, London, 1977.

    MATH  Google Scholar 

  2. ZIENKIEWICZ, O.C. and TAYLOR, R.L. — The Finite Element Method. 4th Edition, McGraw-Hill, London, 1989.

    Google Scholar 

  3. IRONS, B.M. and AHMAD, S. — Techniques of Finite Elements. Ellis Horwood, Chichester, 1980.

    Google Scholar 

  4. GUPTA, K.K. — Finite Dynamic Element Formulation for a Plane Triangular Element, Int. J. Num. Meth. Eng, 14, 1431–1448 (1979).

    Article  MATH  Google Scholar 

  5. KIDGER, D.J. — The Fourteen Node Brick Element, Melosh Medal Competition (see also Finite Elements in Analysis and Design) (1990).

    Google Scholar 

  6. SMITH, I.M. and GRIFFITHS, D.V. — Programming the Finite Element Method. 2nd Edition, John Wiley, Chichester, 1988.

    MATH  Google Scholar 

  7. SMITH, I.M. and KIDGER, D.J. — Elastoplastic Analysis Using the 14-Node Brick Element Family, Submitted for publication (1991).

    Google Scholar 

  8. HACKER, W.L. and SCHREYER, H.L. — Eigenvalue Analysis of Compatible and Incompatible Rectangular Four-Node Quadrilateral Elements, Int. J. Num. Meth. Eng, 28, 687–704 (1989).

    Article  MATH  Google Scholar 

  9. KIDGER, D.J. and SMITH, I.M. — Eigenvalues and Eigenmodes of 8-node Brick Elements, Comm. App. Num. Meth. To appear (1991).

    Google Scholar 

  10. MOLENKAMP, F., KIDGER, D.J. and SMITH, I.M. — Accuracy of Four-Node Standard Finite Element, Int. J. Num. Analytical Meth. Geomech, To appear, (1991).

    Google Scholar 

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E. Oñate J. Periaux A. Samuelsson

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© 1991 Springer-Verlag Berlin Heidelberg

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Smith, I.M. (1991). Are There any New Elements?. In: Oñate, E., Periaux, J., Samuelsson, A. (eds) The finite element method in the 1990’s. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-10326-5_12

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  • DOI: https://doi.org/10.1007/978-3-662-10326-5_12

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-662-10328-9

  • Online ISBN: 978-3-662-10326-5

  • eBook Packages: Springer Book Archive

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