Pregled bibliografske jedinice broj: 701542
Predicting shrinkage deformation of high-strength concrete
Predicting shrinkage deformation of high-strength concrete // Proceedings of the RILEM International workshop on performance-based specification and control of concrete durability / Bjegović, Dubravka ; Beushausen, Hans ; Serdar, Marijana (ur.).
Zagreb: RILEM Publications SARL, 2014. str. 435-442 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 701542 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Predicting shrinkage deformation of high-strength concrete
Autori
Marušić, Elica ; Štirmer, Nina
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the RILEM International workshop on performance-based specification and control of concrete durability
/ Bjegović, Dubravka ; Beushausen, Hans ; Serdar, Marijana - Zagreb : RILEM Publications SARL, 2014, 435-442
ISBN
978-2-35158-135-3
Skup
RILEM International workshop on performance-based specification and control of concrete durability
Mjesto i datum
Zagreb, Hrvatska, 11.06.2014. - 13.06.2014
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
high-strength concrete; shrinkage; autogenous shrinkage; shrinkage prediction model
Sažetak
Results obtained by testing shrinkage deformation on ten groups of concrete, using the total of thirty one mixtures, are presented in the paper. Concrete groups differed according to the quantity of water and mineral and chemical admixtures. In this way, a wide range of concrete compressive strength values, from normal concrete to high strength concrete, was obtained, in addition to different consistency values. The shrinkage of concrete specimens after a two-day cure in water was monitored over a period of more than one year. An another series of twenty-nine concrete mixtures was also prepared to monitor the autogenous shrinkage of concrete. The total shrinkage of concrete was defined as the sum of the autogenous shrinkage of concrete at one day of age, and the shrinkage of concrete after the end of curing. In this paper, the model was developed and used in order to predict concrete shrinkage values after initial curing, and total shrinkage values, as related to compressive strength of concrete.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti
POVEZANOST RADA
Projekti:
082-0822161-2990 - Od nano do makrostrukture betona (Štirmer, Nina, MZOS ) ( CroRIS)
Ustanove:
Građevinski fakultet, Zagreb