Pregled bibliografske jedinice broj: 564094
EXPERIMENTAL STUDIES ON MECHANICAL PROCESS OF RPC ARCH MODELS UNDER IN-PLANE LOAD
EXPERIMENTAL STUDIES ON MECHANICAL PROCESS OF RPC ARCH MODELS UNDER IN-PLANE LOAD // CCC2011 The 7th Central European Congress on Concrete Engineering „Innovative materials and Technologies for Concrete Structures“ / Balázs, György L. ; Lublóy, Éva (ur.).
Budimpešta: fib Hungary, 2011. str. 175-178 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 564094 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
EXPERIMENTAL STUDIES ON MECHANICAL PROCESS OF RPC ARCH MODELS UNDER IN-PLANE LOAD
Autori
Chen, Baochun ; Du, Renyuan ; Šavor, Zlatko
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
CCC2011 The 7th Central European Congress on Concrete Engineering „Innovative materials and Technologies for Concrete Structures“
/ Balázs, György L. ; Lublóy, Éva - Budimpešta : Fib Hungary, 2011, 175-178
ISBN
978-963-313-036-0
Skup
CCC2011 The 7th Central European Congress on Concrete Engineering „Innovative materials and Technologies for Concrete Structures“
Mjesto i datum
Balatonfüred, Mađarska, 22.09.2011. - 23.09.2011
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
reactive powder concrete; arch; models
Sažetak
Results of experiments on two reactive powder concrete (RPC) arch models, carried out with concentrated loads at quarter-span are discussed in the paper. Load-displacement curves, cracks, failure modes and ultimate load-carrying capacity of the arches were analyzed and compared with results obtained on reinforced concrete (RC) arch models. Experimental results show that the behaviour of RPC arches is similar to those of RC arches. The RPC arches also fail due to the mechanism formed by four plastic hinges caused by cracks in tensile areas. But the initial crack load, reinforcement yielding load and ultimate load of RPC arches are 2 to 3 times as high as those of RC arches ; and the largest crack width in RPC arches is only forty percent of that of RC arches.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
082-0822977-1497 - Granična stanja i održivost mostova
Ustanove:
Građevinski fakultet, Zagreb
Profili:
Zlatko Šavor
(autor)