Pregled bibliografske jedinice broj: 631957
Effect of the Shear Force on the Failure of Spatial Concrete Framework Structures
Effect of the Shear Force on the Failure of Spatial Concrete Framework Structures // Advanced Computational Engineering and Experimenting II / Ochsner, A. ; Altenbach, H. (ur.).
Istanbul, Turska: Trans Tech Publications, 2013. str. 67-80 doi:10.4028/www.scientific.net/KEM.553.67 (poster, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 631957 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Effect of the Shear Force on the Failure of Spatial Concrete Framework Structures
Autori
Radnić, Jure ; Harapin, Alen ; Markić, Radoslav ; Grgić, Nikola ; Sunara Kusić, Marina ; Buzov, Ante
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Advanced Computational Engineering and Experimenting II
/ Ochsner, A. ; Altenbach, H. - : Trans Tech Publications, 2013, 67-80
ISBN
978-3-03785-682-6
Skup
6th International Conference on Advanced Computational Engineering and Experimenting (ACE-X 2012)
Mjesto i datum
Istanbul, Turska, 01.07.2012. - 04.07.2012
Vrsta sudjelovanja
Poster
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
spatial concrete framework structures ; effect of shear forces ; experimental test
Sažetak
Firstly, the previously developed numerical model for static analysis of spatial concrete frame structures is briefly described. In this model, cross-sections of structural elements can be of arbitrary shape and formed by various materials, with arbitrary normal stress – normal strain relations. This model only includes the effect of normal stresses on the structure failure. Here, it was improved by including the effect of shear forces on the failure of reinforced concrete beam elements. Shear bearing capacity of reinforced concrete section includes the concrete capacity, as well as the shear bearing capacity of longitudinal, transversal and inclined reinforcement bars. The developed numerical model and appropriate software were verified on experimental shear test of a concrete beams. Good agreement was obtained between the experimental and the numerical results. However, further verifications of the presented numerical model are needed.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
Napomena
Nakladnička cjelina: Key Engineering Materials, ISSN 1013-9826
POVEZANOST RADA
Projekti:
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Radnić, Jure, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split
Profili:
Nikola Grgić
(autor)
Jure Radnić
(autor)
Radoslav Markić
(autor)
Ante Buzov
(autor)
Marina Sunara
(autor)
Alen Harapin
(autor)
Citiraj ovu publikaciju:
Časopis indeksira:
- Web of Science Core Collection (WoSCC)
- Conference Proceedings Citation Index - Science (CPCI-S)
- Scopus