Pregled bibliografske jedinice broj: 287435
Highway Overpass in Lightweight Reinforced Concrete
Highway Overpass in Lightweight Reinforced Concrete // Proc. of the Sixth International Conference on Short and Medium Span Bridges
Vancouver, 2002. str. 483-490 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 287435 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Highway Overpass in Lightweight Reinforced Concrete
Autori
Mihanović, Ante ; Radić, Jure ; Mandić, Ana
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proc. of the Sixth International Conference on Short and Medium Span Bridges
/ - Vancouver, 2002, 483-490
Skup
Sixth International Conference on Short and Medium Span Bridges
Mjesto i datum
Vancouver, Kanada, 31.07.2002. - 02.08.2002
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
fully reinforced lightweight concrete; steel reinforcement skeleton; trusses; grill-shaped overpass; box girder bridge
Sažetak
The possibility of using the fully reinforced lightweight concrete systems in the bridge structures is considered in this paper. Fully reinforced lightweight concrete systems are composed of steel reinforcement skeleton with the main bearing capacity and lightweight concrete body as a secondary bearing material for a local and global stabilisation.The overpass, designed in lightweight reinforced concrete, which is to cross the highway, is presented. Four spans 15, 0+19, 0+19, 0+15, 0m are chosen to provide the sufficient traffic profile of the highway and its eventual expansion. The overpass is a grill-structure composed of three main continuos girders at the distance of 3, 5m connected with the 25cm thick slab and 100cm high cross girders at the end and in the middle of each field. A span to height ratio of the structure is 19, 0/2, 0=9, 5. Lightweight concrete roadway slab is reinforced with a grill-shaped reinforcement made of welded R trusses in two perpendicular directions. Lower R trusses of longitudinal direction are pull into the higher R trusses of transversal direction and no particular connection is predicted. Reinforcement of the lightweight main girders and cross girders is designed as, at least, one truss with X-shaped diagonals.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
Fakultet građevinarstva, arhitekture i geodezije, Split