Pregled bibliografske jedinice broj: 750386
First prestressed ultra high performance concrete beam in Croatia
First prestressed ultra high performance concrete beam in Croatia // fib SYMPOSIUM DUBROVNIK 2007 Concrete Structures - Stimulator of Development / Radić, Jure (ur.).
Dubrovnik: SECON HDGK, 2007. str. 321-328 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
First prestressed ultra high performance concrete
beam in Croatia
Autori
Džajić, Igor ; Pičulin, Srečko ; Rak, Mladenko:
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Fib SYMPOSIUM DUBROVNIK 2007 Concrete Structures - Stimulator of Development
/ Radić, Jure - Dubrovnik : SECON HDGK, 2007, 321-328
ISBN
978-953-95428-3-0
Skup
Fib SYMPOSIUM DUBROVNIK 2007 Concrete Structures - Stimulator of Development
Mjesto i datum
Dubrovnik, Hrvatska, 20.05.2007. - 23.05.2007
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Concrete Bridges ; UHPC ; Reactive Powder Concrete ; Prestressed RPC Beams
Sažetak
Reactive Powder Concrete (RPC), an ultra-high- strength (from 200 to 800 MPa) cementitious composite, with advanced mechanical properties, superior physical characteristics, excellent ductility properties, very low porosity and extremely low permeability, opened up hopes that this material could be used for new bridges located in the aggressive Adriatic Littoral environment. This paper describes the research relating to the first prestressed Reactive Powder Concrete (RPC) beam in Croatia. The research was undertaken at the Faculty of Civil Engineering in Zagreb, with several 4m span beams being produced in the Viaduct company plant in Pojatno. The below described research, as well as the presently ongoing one, shall give us the necessary know-how to design and build the first prestressed RPC bridge structure.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb,
INSTITUT IGH, d.d.