Pregled bibliografske jedinice broj: 784401
Acousto-ultrasonic approach for post-fire assessment of concrete structures
Acousto-ultrasonic approach for post-fire assessment of concrete structures // 4th International Workshop on Concrete Spalling due to Fire Exposure / Dehn, Frank (ur.).
Leipzig: MFPA Leipzig, 2015. str. 253-262 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
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Naslov
Acousto-ultrasonic approach for post-fire assessment of concrete structures
Autori
Jelcic Rukavina, Marija ; Gabrijel, Ivan ; Bjegovic, Dubravka
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
4th International Workshop on Concrete Spalling due to Fire Exposure
/ Dehn, Frank - Leipzig : MFPA Leipzig, 2015, 253-262
ISBN
978-3-9814523-6-5
Skup
4th International Workshop on Concrete Spalling due to Fire Exposure
Mjesto i datum
Leipzig, Njemačka, 08.10.2015. - 09.10.2015
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
self-compacting concrete; high temperature; acoustic emission; mechanical properties
Sažetak
In this paper an experimental research work is presented which deals with non-destructive evaluation of properties of concrete that had been previously exposed to high fire temperatures. Investigation was conducted on specimens made of nine self-compacting concrete mixes of different compositions which were exposed to temperatures of 200, 400 and 600°C. Acousto-ultrasonic testing method is applied to and characteristics of stress waves transmitted through concrete specimens were analysed. Residual mechanical properties in terms of compressive strength and elasticity modulus were determined and correlated with parameters of ultrasonic waves obtained from acousto-ultrasonic testing. Results obtained on uniformly heated small-scale specimens showed that amplitude and attenuation of ultrasonic waves possessed strong correlations with residual mechanical properties of concrete and could be satisfactory used as an input for evaluation of residual loadbearing capacity of concrete element. These results presented a base for further research on real-scale fire damaged concrete elements.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Ustanove:
Građevinski fakultet, Zagreb