Pregled bibliografske jedinice broj: 15558
Solid finite element with one integration point for volumetric stress - strain relation
Solid finite element with one integration point for volumetric stress - strain relation // Computational modelling of concrete structures / de Borst, Rene ; Bićanić, Nenad ; Mang, Herbert ; Meschke, Gunther (ur.).
Rotterdam : Boston (MA) : Taipei: A.A. Balkema Publishers, 1998. str. 113-118 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Solid finite element with one integration point for volumetric stress - strain relation
Autori
Kožar, Ivica ; Ožbolt, Joško
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Computational modelling of concrete structures
/ De Borst, Rene ; Bićanić, Nenad ; Mang, Herbert ; Meschke, Gunther - Rotterdam : Boston (MA) : Taipei : A.A. Balkema Publishers, 1998, 113-118
Skup
Computational modelling of concrete structures (EURO-C)
Mjesto i datum
Bad Gastein, Austrija, 31.03.1998. - 03.04.1998
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Microplane model; finite elements; solids
Sažetak
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.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo