Calculation plainly loaded geometrically nonlinear designs on the basis of mixed FEM with tenzorno-vector approximation requires sizes
Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, Tome 12 (2012) no. 3, pp. 56-62
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The algorithm of reception on a step of loading designs matrixes of deformation of a volume final element with cross-section section in the form of any quadrangle with central unknown persons in the form of increments of movings and increments of deformations is stated in mixed formulation FEM. For numerical realization of algorithm it is used functional, received of a condition of equality of possible and valid works of external and internal forces on a step loading.
@article{ISU_2012_12_3_a8,
author = {N. A. Gureeva},
title = {Calculation plainly loaded geometrically nonlinear designs on the basis of mixed {FEM} with tenzorno-vector approximation requires sizes},
journal = {Izvestiya of Saratov University. Mathematics. Mechanics. Informatics},
pages = {56--62},
year = {2012},
volume = {12},
number = {3},
language = {ru},
url = {http://geodesic.mathdoc.fr/item/ISU_2012_12_3_a8/}
}
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%0 Journal Article %A N. A. Gureeva %T Calculation plainly loaded geometrically nonlinear designs on the basis of mixed FEM with tenzorno-vector approximation requires sizes %J Izvestiya of Saratov University. Mathematics. Mechanics. Informatics %D 2012 %P 56-62 %V 12 %N 3 %U http://geodesic.mathdoc.fr/item/ISU_2012_12_3_a8/ %G ru %F ISU_2012_12_3_a8
N. A. Gureeva. Calculation plainly loaded geometrically nonlinear designs on the basis of mixed FEM with tenzorno-vector approximation requires sizes. Izvestiya of Saratov University. Mathematics. Mechanics. Informatics, Tome 12 (2012) no. 3, pp. 56-62. http://geodesic.mathdoc.fr/item/ISU_2012_12_3_a8/
[1] Gureeva N. A., “Reshenie ploskoi zadachi teorii uprugosti s ispolzovaniem varianta MKE v smeshannoi formulirovke”, Izv. vuzov. Aviatsionnaya tekhnika, 2009, no. 2, 8–11
[2] Sedov L. I., Mekhanika sploshnoi sredy, v 2 t., v. 1, Nauka, M., 1976, 536 pp.
[3] Postnov V. A., Kharkhurim I. Ya., Metod konechnykh elementov v raschetakh sudovykh konstruktsii, Sudostroenie, L., 1974, 344 pp.
[4] Papenhausen V., Eine energiegerechte, inkrementelle Formulierung der geometrisch nichtlinearen. Theorie elastischer Kontinua und ihre numerische Behandlung mit Hilfe finiter Eltmente, Tech.-wiss. Mitt., 75, no. 13, Inst. Konstr. Jngenieurban Ruhr-Univ. Bochum, 1975, 133 pp.