Pregled bibliografske jedinice broj: 138659
Extended fibre decomposition procedure for nonlinear analysis of reinforced concrete 3D frames
Extended fibre decomposition procedure for nonlinear analysis of reinforced concrete 3D frames // Proceedings of the Extended ABSTRACTS of 9th International Conference on Numerical Methods in Continuum Mechanics / Kompiš, Vladimir ; Sladek, Jan ; Zmindak, Milan (ur.).
Žilina: Central European Association for Computational Mechanics, 2003. str. 109-110 (predavanje, međunarodna recenzija, sažetak, znanstveni)
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Naslov
Extended fibre decomposition procedure for nonlinear analysis of reinforced concrete 3D frames
Autori
Mihanović, Ante ; Trogrlić, Boris
Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni
Izvornik
Proceedings of the Extended ABSTRACTS of 9th International Conference on Numerical Methods in Continuum Mechanics
/ Kompiš, Vladimir ; Sladek, Jan ; Zmindak, Milan - Žilina : Central European Association for Computational Mechanics, 2003, 109-110
Skup
9th International Conference on Numerical Methods in Continuum Mechanics
Mjesto i datum
Žilina, Slovačka, 09.09.2003. - 12.09.2003
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
Extended fibre decomposition ; nonlinear analysis ; R/C space frame ; comparative body model
Sažetak
This paper presents an extended fibre decomposition procedure for the material and geometrical nonlinear analysis of reinforced concrete (R/C) three-dimensional (3D) frames. The nonlinear finite element model adopts a decomposition approach for the cross-section of the beam-column element to capture uniaxial behaviour of concrete and rebars. Filaments in section are extended over the beam-column finite element (FE) and create prismatic comparative body discretized by the brick FE, to capture shear and torsional nonlinear behaviour of concrete and rebars. Smeared crack model for concrete is assumed. Perfect bond-slip effect between concrete and rebars is assumed. The tension stiffness effect is indirectly implemented due to the direct iterative approach. Incremental step model of gravitational load level is applied. The proposed procedure saves CPU time and memory of the personal computer.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split