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Abstract

The stiffness matrices encountered in the analysis of elastic systems using finite element methods possess certain properties the use of which in the solution procedures reduces the computer time and increases the accuracy of the results. The presentation places emphasis on the application of the theory to skeletal systems using one dimensional elements. Reference, however, has been made to two and three dimensional finite elements.

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References

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© 1983 Springer Basel AG

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Kardestuncer, H. (1983). On the Use of Certain Properties of Stiffness Matrices in Finite Element Methods. In: Collatz, L., Meinardus, G., Werner, H. (eds) Numerical Methods of Approximation Theory, Vol. 7 / Numerische Methoden der Approximationstheorie, Band 7. International Series of Numerical Mathematics / Internationale Schriftenreihe zur Numerischen Mathematik / Série Internationale d’Analyse numérique, vol 67. Birkhäuser, Basel. https://doi.org/10.1007/978-3-0348-6743-6_11

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  • DOI: https://doi.org/10.1007/978-3-0348-6743-6_11

  • Publisher Name: Birkhäuser, Basel

  • Print ISBN: 978-3-0348-6744-3

  • Online ISBN: 978-3-0348-6743-6

  • eBook Packages: Springer Book Archive

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