Pregled bibliografske jedinice broj: 531983
A Combined Finite Discrete Element Model for Reinforced Concrete under Seismic Load
A Combined Finite Discrete Element Model for Reinforced Concrete under Seismic Load // Computational Plasticity XI, Fundamentals and Applications / Onate, Eugenio ; Owen, Roger ; Perić, Đorđe ; Suarez, Benjamin (ur.).
Barcelona: International Center for Numerical Methods in Engineering (CIMNE), 2011. str. 788-795 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 531983 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
A Combined Finite Discrete Element Model for
Reinforced Concrete under Seismic Load
Autori
Živaljić, Nikolina ; Nikolić, Željana ; Munjiza, Ante
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Computational Plasticity XI, Fundamentals and Applications
/ Onate, Eugenio ; Owen, Roger ; Perić, Đorđe ; Suarez, Benjamin - Barcelona : International Center for Numerical Methods in Engineering (CIMNE), 2011, 788-795
ISBN
978-84-89925-23-6
Skup
Proceedings of the XI International Conference on Computational Plasticity - Fundamentals and Applications
Mjesto i datum
Barcelona, Španjolska, 07.09.2011. - 09.09.2011
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Reinforced concrete structures ; Seismic load ; Combined finite-discrete element method
Sažetak
In this work a numerical model for analysis of reinforced concrete structures under seismic load is presented. The model uses the combined finite-discrete element method ; thus taking into account the discontinuous nature of the reinforced concrete at the failure stages. The application of the combined finite-discrete element method includes a number of deformable discrete elements that interact with each other, fracture, fragmentation and disjoint during the seismic load. To these a robust model for reinforcement bars has been added. Interaction solutions between bars and concrete have also been developed and implemented into the open source Y2D combined finite-discrete element code. This way it is possible to describe initiation of the cracks, crack propagation and fracture which are important mechanisms in the analysis of reinforced concrete structures under seismic load. Through numerical examples these have been demonstrated and tested using reinforced concrete structure under an experimentally recorded earthquake accelelogram.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
MZO-ZP-083-0831541-1532 - Nelinearna dinamička analiza trodimenzionalnih armirano-betonskih konstrukcija (Nikolić, Željana, MZO ) ( CroRIS)
MZO-ZP-083-0831541-1545 - Modeliranje granične nosivosti i stabilnosti konstrukcija pri velikim pomacima (Mihanović, Ante, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Citiraj ovu publikaciju:
Časopis indeksira:
- Scopus