Pregled bibliografske jedinice broj: 375996
Penetration of steel anchor into a concrete block : Numerical contact simulation
Penetration of steel anchor into a concrete block : Numerical contact simulation // International Scientific Symposium Modeling of Structures : Proceedings / Čolak, Ivo (ur.).
Mostar: Sveučilište u Mostaru ; DAAAM International Vienna, 2008. str. 533-544 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 375996 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Penetration of steel anchor into a concrete block : Numerical contact simulation
Autori
Ožbolt, Joško ; Kožar, Ivica ; Travaš, Vanja
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
International Scientific Symposium Modeling of Structures : Proceedings
/ Čolak, Ivo - Mostar : Sveučilište u Mostaru ; DAAAM International Vienna, 2008, 533-544
Skup
International Scientific Symposium Modeling of Structures
Mjesto i datum
Mostar, Bosna i Hercegovina, 13.11.2008. - 15.11.2008
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
anchor; concrete; contact problem; finite element analysis; friction; mesh refinement; microplane model; penetration; rate sensitivity; remeshing
Sažetak
In the present paper the three-dimensional finite element code, which is developed to study the penetration of a steel anchor into a concrete block, is briefly described. The contact between the anchor, which was assumed to be linear elastic, and the concrete, was solved using the penalty method. The friction between master body (concrete block) and slave body (anchor) is of kinematical type and could be described with the Mohr- Coulomb friction law. At the present stage of computer code development no friction is taken into account. As a constitutive law for concrete, the rate dependent microplane model will be employed (co-rotational formulation). Since in the code the re- meshing strategy had to be used, the mapping of damage variables will be performed by interpolation of their nodal values. It is demonstrated that the solution of the contact problem heavily depends on the finite element discretization of the model.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
Napomena
Rad je prezentiran i na skupovima: 6th International Congress of Croatian Society of Mechanics (ICCSM), održanom od 30.09.-02.10.2009., Dubrovnik, Hrvatska ; 8th World Congress on Computational Mechanics (WCCM8) & 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008) održanom od 30.06 - 04.07.2008., Venecija, Italija ; objavljen kao sažetak.
POVEZANOST RADA
Projekti:
114-0000000-3145 - Numerički 3D kemo-higro-termo-mehanički model betona (Ožbolt, Joško, MZOS ) ( CroRIS)
114-0982562-1460 - Fleksibilne duge konstrukcije: nelinearno modeliranje s vizualizacijom (Kožar, Ivica, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Rijeka