Solid finite element with one integration point for volumetric stress - strain relation (CROSBI ID 466994)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Kožar, Ivica ; Ožbolt, Joško
engleski
Solid finite element with one integration point for volumetric stress - strain relation
In the original microplane model formulation there is the same number of Gauss points for volumetric, deviatoric and shear microplane stress-strain components; accordingly the number of volumetric strain components coincide with the number of Gauss points of the finite element. As a result the same element exhibits different state of volumetric stress for even slightly distorted elements. It is preferable to enforce the volumetric stress-strain relationships in only one point for the whole finite element. The idea has been implemented through B-bar approach introducing the volumetric constraint in the formulation of the finite element that is used together with the microplane constitutive law. The resulting formulation shows better numerical stability for examples in which the volumetric strain or stress is used as a parameter that controls material damage in the microplane model and no noticable disturbances for the other examples.
Microplane model; finite elements; solids
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
nije evidentirano
Podaci o prilogu
113-118-x.
1998.
objavljeno
Podaci o matičnoj publikaciji
Computational modelling of concrete structures
de Borst, Rene ; Bićanić, Nenad ; Mang, Herbert ; Meschke, Gunther
Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers
Podaci o skupu
Computational modelling of concrete structures (EURO-C)
predavanje
31.03.1998-03.04.1998
Bad Gastein, Austrija