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Pregled bibliografske jedinice broj: 564094

EXPERIMENTAL STUDIES ON MECHANICAL PROCESS OF RPC ARCH MODELS UNDER IN-PLANE LOAD


Chen, Baochun; Du, Renyuan; Šavor, Zlatko
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)


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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:

Avatar Url Zlatko Šavor (autor)


Citiraj ovu publikaciju:

Chen, Baochun; Du, Renyuan; Šavor, Zlatko
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)
Chen, B., Du, R. & Šavor, Z. (2011) EXPERIMENTAL STUDIES ON MECHANICAL PROCESS OF RPC ARCH MODELS UNDER IN-PLANE LOAD. U: Balázs, G. & Lublóy, É. (ur.)CCC2011 The 7th Central European Congress on Concrete Engineering „Innovative materials and Technologies for Concrete Structures“.
@article{article, author = {Chen, Baochun and Du, Renyuan and \v{S}avor, Zlatko}, year = {2011}, pages = {175-178}, keywords = {reactive powder concrete, arch, models}, isbn = {978-963-313-036-0}, title = {EXPERIMENTAL STUDIES ON MECHANICAL PROCESS OF RPC ARCH MODELS UNDER IN-PLANE LOAD}, keyword = {reactive powder concrete, arch, models}, publisher = {fib Hungary}, publisherplace = {Balatonf\"{u}red, Ma\djarska} }
@article{article, author = {Chen, Baochun and Du, Renyuan and \v{S}avor, Zlatko}, year = {2011}, pages = {175-178}, keywords = {reactive powder concrete, arch, models}, isbn = {978-963-313-036-0}, title = {EXPERIMENTAL STUDIES ON MECHANICAL PROCESS OF RPC ARCH MODELS UNDER IN-PLANE LOAD}, keyword = {reactive powder concrete, arch, models}, publisher = {fib Hungary}, publisherplace = {Balatonf\"{u}red, Ma\djarska} }




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