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Effect of the Shear Force on the Failure of Spatial Concrete Framework Structures


Radnić, Jure; Harapin, Alen; Markić, Radoslav; Grgić, Nikola; Sunara Kusić, Marina; Buzov, Ante
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)


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, 01-04.07.2012

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


Projekt / tema
083-0000000-1538 - Eksperimentalna i numerička istraživanja potresne otpornosti građevina (Jure Radnić, )

Ustanove
Fakultet građevinarstva, arhitekture i geodezije, Split

Časopis indeksira:


  • Web of Science Core Collection (WoSCC)
    • Conference Proceedings Citation Index - Science (CPCI-S)
  • Scopus


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