Pregled bibliografske jedinice broj: 60579
The size of the specimen for testing concrete compression strength
The size of the specimen for testing concrete compression strength // Proceedings of the 3rd international congress of Croatian society of mechanics / Marović, Pavao (ur.).
Zagreb: Croatian society of mechanics, 2000. str. 623 - 629 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 60579 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
The size of the specimen for testing concrete compression strength
Autori
Krstulović, Petar
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 3rd international congress of Croatian society of mechanics
/ Marović, Pavao - Zagreb : Croatian society of mechanics, 2000, 623 - 629
Skup
3rd international congress of Croatian society of mechanics
Mjesto i datum
Dubrovnik, Hrvatska; Cavtat, Hrvatska, 28.09.2000. - 30.09.2000
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
wall-effect; aggregate size; specimen size; standard deviation
Sažetak
The influence of the relation of maximum aggregate size and the size of concrete specimen on compression strength has been analyzed. The wall-effect as a parameter which represents this influence is reaffirmed.
Two large series, of the pairs of 15 cm and 20 cm cubes made from the same concrete sample, were tested in compression. For each series and each cube size, average compression strength and standard deviation have been determined. The registered effects are discussed, considering theory of the weakest link and the wall-effect.
For a given maximum size of aggregate, minimum size of concrete specimen is proposed.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
083141
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Petar Krstulović
(autor)