Pregled bibliografske jedinice broj: 499110
Effects of Reinforcement Arrangement on Strength Capacity of Concrete Plates
Effects of Reinforcement Arrangement on Strength Capacity of Concrete Plates // ACE-X 2010
Pariz, Francuska, 2010. (poster, međunarodna recenzija, sažetak, znanstveni)
CROSBI ID: 499110 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Effects of Reinforcement Arrangement on Strength Capacity of Concrete Plates
Autori
Matešan, Domagoj ; Radnić, Jure ; Grgić, Nikola
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
ACE-X 2010
/ - , 2010
Skup
4nd International Conference on Advanced Computational Engineering and Experimenting
Mjesto i datum
Pariz, Francuska, 08.07.2010. - 09.07.2010
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
concrete slab; reinforcement arrangement; experiment; numerical model; limit strength capacity
Sažetak
Using numerical models previously developed by the authors, which can simulate many material and geometric nonlinear effects of concrete plates and shells, the effects of different reinforcement arrangement on strength capacity of some concrete plates were studied. Several numerical analysis of plates for different ratio between upper and bottom reinforcement were performed using equal total reinforcement. The plates were incrementally loaded by short-term loads, up to the failure. Limit loads, displacements and strains of upper and bottom reinforcement were determined for each reinforcement arrangement. Based on performed numerical testing, using previously developed and verified numerical models, the suggestions were given for the optimal design of the reinforcement for similar plates in practice.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split