Tytuł artykułu
Autorzy
Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Konferencja
International Conference on Numerical Mathematics and Computational Mechanics (7 ; July 1996 ; Miskolc ; Węgry)
Języki publikacji
Abstrakty
In this paper a practical procedure for the solution of really sized mixed problems, generating a continuous stress field (where appropriate) and having both the stress and displacement boundary conditions exactly satisfied, is described. The system matrix for the present formulation can be subdivided into the blocks, if the field variables (stresses and displacements) are separated for computational purposes. In addition, the structure of these blocks is sparse, similary as the structure of the stiffnes matrix in classical finite element analysis. Block sparse solution procedure, accounting for the pattern of the resulting system matrix is proposed. Computer implementation confirmed feasibility of the described solution procedure. In addition, numerical tests show remarkably high accuracy and convergence rate of the present mixed scheme for both the stresses and displacements. Due to high accuracy of the scheme, it can be competitive in comparaison with usual displacement approach, although the count of arethmetic operations for the same mesh density in mixed procedure can be order of magnitude larger than in classical finite element anaysis.
Słowa kluczowe
Rocznik
Tom
Strony
21--30
Opis fizyczny
Bibliogr. 12 poz., rys., wykr.
Twórcy
autor
- Faculty of Mathematics, P. O. Box, 11000 Belgrade, Yugoslavia
autor
- Faculty of Mathematics, P. O. Box, 11000 Belgrade, Yugoslavia
autor
- Faculty of Mathematics, P. O. Box, 11000 Belgrade, Yugoslavia
Bibliografia
- [1] O.C. Zienkiewicz, R.L. Taylor, The Finite Element Method. McGraw-Hill, London, 1989.
- [2] M. Berković, Z. Drašković. On the essential mechanical boundary conditions in two-field finite element approximations, Comput. Methods Appl. Mech. Engrg., 91: 1339-1355, 1991.
- [3] G. Cantin, G. Loubignac, G. Touzot. An iterative algorithm to build continuous stress and displacement solu- tions. Int. J. Numer. Methods Engrg., 12: 1493-1506, 1978.
- [4] M. Berković, Z. Drašković. A two-field finite element model related to the Reissner's principle. Theor. Appl. Mech., 20: 17-36, (1994).
- [5] M. Berković, Z. Drašković. An efficient solution procedure in mixed finite element analysis. In: J. Middleton, G.N. Pande, eds., NUMETA 85, 625-633. Balkema, Rotterdam, 1985.
- [6] J.H. Argyris, Th.L. Johnsen, H.-P. Mlejnek. On the natural factor in nonlinear analysis Comput. Methods Appl. Mech. Engrg., 15: 365-388, 1978.
- [7] D.N. Arnold, Mixed finite element methods for elliptic problems. Comput. Methods Appl. Mech. Engrg., 82: 281-300, 1990.
- [3] G. Carey, J.T. Oden. Finite Elements: A Second Course. Prentice-Hall, Englewood Cliffs, 1983.
- [9] F. Brezzi, M. Fortin. Mired and Hybrid Finite Element Methods. Springer-Verlag, New York, 1991.
- [10] D. Mijuca, M. Berković. Some stress recovery procedures in the classical finite element analysis. Proc. XXI Yugoslav Congress of the Theoretical and Applied Mechanics C5-87, 512-517. Niś, 1995.
- [11] A.K. Rao, I.S. Raju, A.V. Krishna Murty. A powerful hybrid method in finite element analysis. Int. J. Numer. Methods Engrqg., 3: 389-403, 1971.
- [12] D. Mijuca, Z. Drašković, M. Berković. Displacement based continuous stress recovery procedure. CST' 96, The Third Int. Conf. on Computational Structures Technology. Budapest, 1996.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0001-0125
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