Pregled bibliografske jedinice broj: 319653
Fire performance of concrete composite segments used as secondary tunnel linings
Fire performance of concrete composite segments used as secondary tunnel linings // 5th International Seminar on Fire and Explosion hazards - Manuscript PDF Files / Bradley, D. ; Drysdale, D. ; Molkov, V. ; Carvel, R. (ur.).
Edinburgh: School of Engineering and Electronics, University of Edinburgh, 2008. str. 720-726 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Fire performance of concrete composite segments used as secondary tunnel linings
Autori
Bjegović, Dubravka ; Stipanović, Irina ; Jelčić, Marija
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
5th International Seminar on Fire and Explosion hazards - Manuscript PDF Files
/ Bradley, D. ; Drysdale, D. ; Molkov, V. ; Carvel, R. - Edinburgh : School of Engineering and Electronics, University of Edinburgh, 2008, 720-726
ISBN
978-0-9557497-2-8
Skup
5th International Seminar on Fire and explosion hazards
Mjesto i datum
Edinburgh, Ujedinjeno Kraljevstvo, 23.04.2007. - 27.04.2007
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
concrete porosity; fire testing; precast secondary tunnel lining; residual concrete strength
Sažetak
Considering the fact that one of the main problem with occurrence of fire in tunnels is damage to the conventional secondary tunnel lining, research work within Eureka project E!2823 was mainly concentrated on the development of new system for prefabricated secondary tunnel lining, as fire resistant one. This system is based on a construction of precast segments consisting of four layers: first double layer, that is to be fire-resistant, second layer as structural concrete and last layer that is to be water resistant. Different combinations of composite materials used in these precast segments were tested on fire loads in accordance with TNO test (Rijkswaterstaat curve), which results are presented in this paper. The best performance had shown micro-concrete (lightweight micro-concrete), whose mechanical and physical properties were researched after being exposed to high temperatures, such as are developed during tunnel fire. Testing of mechanical and physical properties was carried out before and after fire testing, as well as the analysis of compressive strength dependence on temperature load. Special attention is dedicated to results of pore-size distribution in the fresh and in the hardened structural concrete, used in the control sample, and in the micro-concrete, used in optimal combination of composite segment.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
082-0822161-2159 - RAZVOJ NOVIH MATERIJALA I SUSTAVA ZAŠTITE BETONSKIH KONSTRUKCIJA
Ustanove:
Građevinski fakultet, Zagreb