Effect of the Shear Force on the Failure of Spatial Concrete Framework Structures (CROSBI ID 597490)
Prilog sa skupa u časopisu | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Radnić, Jure ; Harapin, Alen ; Markić, Radoslav ; Grgić, Nikola ; Sunara Kusić, Marina ; Buzov, Ante
engleski
Effect of the Shear Force on the Failure of Spatial Concrete Framework Structures
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.
spatial concrete framework structures ; effect of shear forces ; experimental test
Nakladnička cjelina: Key Engineering Materials, ISSN 1013-9826
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Podaci o prilogu
67-80.
2013.
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objavljeno
10.4028/www.scientific.net/KEM.553.67
Podaci o matičnoj publikaciji
Key engineering materials
Ochsner, A. ; Altenbach, H.
Trans Tech Publications
978-3-03785-682-6
1013-9826
Podaci o skupu
Nepoznat skup
poster
29.02.1904-29.02.2096
Povezanost rada
Građevinarstvo