Pregled bibliografske jedinice broj: 826097
Numerical modelling of reinforcing concrete structures by finite-discrete element method
Numerical modelling of reinforcing concrete structures by finite-discrete element method // CD-ROM Proceedings of the abstracts of 10th International Conference on Advanced Computational Engineering and Experimenting, ACE-X 2016, July 3-6, 2016, Split, Croatia / Öchsner, Andreas ; Altenbach, Holm (ur.).
Split, Hrvatska: ACEX - Advanced Computational Engineering and Experimenting, 2016. str. 40-40 (predavanje, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 826097 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Numerical modelling of reinforcing concrete structures by finite-discrete element method
Autori
Živaljić, Nikolina ; Smoljanović, Hrvoje ; Nikolić, Željana ; Balić, Ivan
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
CD-ROM Proceedings of the abstracts of 10th International Conference on Advanced Computational Engineering and Experimenting, ACE-X 2016, July 3-6, 2016, Split, Croatia
/ Öchsner, Andreas ; Altenbach, Holm - : ACEX - Advanced Computational Engineering and Experimenting, 2016, 40-40
Skup
10th International Conference on Advanced Computational Engineering and Experimenting, ACE-X 2016
Mjesto i datum
Split, Hrvatska, 03.06.2016. - 06.06.2016
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Reinforcing concrete structures; Finite-discrete element method; Cyclic behaviour
Sažetak
In this paper 2D and 3D numerical modelling of reinforcing concrete structures is presented. This model is based on the finite-discrete element method. This approach considers the structure as a deformable continuum until the opening of the cracks. The transition from the continuum to the discontinuum is a result of the fracture and fragmentation which are realized by contact elements implemented within the finite element mesh. The interaction between discrete elements is considered through the contact interaction algorithm based on the principle of potential contact forces which are computed using penalty function method. The non-linear behaviour of the concrete in tension and shear takes into account strain-hardening, strain-softening and cyclic behaviour during dynamic loading. The model of reinforcement is based on an approximation of the experimental curves for the bar strain in the crack. The presented numerical model includes interaction effects between reinforcement and concrete as well as cyclic behaviour of concrete and steel during dynamic loading.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
HRZZ-IP-2014-09-2319 - Razvoj numeričkih modela armirano-betonskih i kamenih zidanih konstrukcija izloženih potresnom opterećenju zasnovanih na diskretnim pukotinama (SeismoNuMod) (Nikolić, Željana, HRZZ ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Željana Nikolić
(autor)
Nikolina Živaljić
(autor)
Hrvoje Smoljanović
(autor)
Ivan Balić
(autor)