|

Finite element numerical solution for problems in the theory of elasticity

Authors: Aronov P.S.
Published in issue: #6(11)/2017
DOI: 10.18698/2541-8009-2017-6-106


Category: Mathematics | Chapter: Computational Mathematics

Keywords: contact problems in the theory of elasticity, Reissner functional, finite element method, over-relaxation method
Published: 06.06.2017

We present a finite element numerical solution for problems in the theory of elasticity using a Reissner functional (mixed finite element method). While searching for a stationary point on this functional we arrive at a saddle point problem, which is a block system of algebraic linear equations depending on displacement and strain vectors simultaneously. A modified symmetric successive over-relaxation method is one of the most efficient methods for solving this type of problems. We also used the algorithm we developed to solve similar problems that take friction into account.


References

[1] Rozin L.A. Variatsionnye postanovki zadach dlya uprugikh system [Variational formulations of elastic system problems]. Leningrad, Leningrad University publ., 1978. 222 p.

[2] Rozin L.A. Metod konechnykh elementov v primenenii k uprugim sistemam [Finite elements method in application to elastic systems]. Moscow, Stroyizdat publ., 1977. 129 p.

[3] Zenkevich O. Morgan K. Konechnye elementy i approksimatsiya [Finite elements and approximation]. Moscow, Mir publ., 1986. 318 p.

[4] Bychenkov Yu.V., Chizhonkov E.V. Iteratsionnye metody resheniya sedlovykh zadach [Iteration methods for saddle problems solving]. Moscow, Binom publ., 2010. 349 p.