Pregled bibliografske jedinice broj: 361863
Plastification of R/C frames under monotonic loading
Plastification of R/C frames under monotonic loading // Proceedings of the 8th World Congress on Computational Mechanics (WCCM8) & 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008) / Schrefler, Bernhard ; Perego, Umberto (ur.).
Barcelona: International Center for Numerical Methods in Engineering (CIMNE), 2008. (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 361863 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Plastification of R/C frames under monotonic loading
Autori
Trogrlić, Boris ; Mihanović, Ante ; Balić, Ivan
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Proceedings of the 8th World Congress on Computational Mechanics (WCCM8) & 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008)
/ Schrefler, Bernhard ; Perego, Umberto - Barcelona : International Center for Numerical Methods in Engineering (CIMNE), 2008
ISBN
978-84-96736-55-9
Skup
8th World Congress on Computational Mechanics (WCCM8)& 5th European Congress on Computational Methods in Applied Sciences and Engineering (ECCOMAS 2008)
Mjesto i datum
Venecija, Italija, 30.06.2008. - 04.07.2008
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
R/C frame ; plastic hinge ; monotonic loading ; failure mechanism
Sažetak
In this paper the plastification of the reinforced concrete (R/C) frames are analyzed by numerical model [1, 2] which includes material and geometric nonlinearity according to small displacement theory. The global iterative-incremental procedure is used with a monotonic increase of loading until collapse of system which caused by occurring of mechanism and/or losing of stability. The composite cross sections are described by numerical model. For analysis of space frames, the torsional effect and consequently the effect of the shear force of the reinforced concrete element are observed on the so-called comparative body. It is formed so that the square elements from the cross-section discretization are extended along the whole linear finite element and form an elastic body discretized by 3D brick finite elements (Figure 1b). The essential properties of results with plastification of R/C frames are changes of position of plastic hinges. After the first appearance, during increment procedure, plastic hinge can disappear and appear again. The complete process of plastic hinge appearance is non-continuous. The dominant order of the plastic hinge appearance i.e. the dominant failure mechanism is only what can be determined.
Izvorni jezik
Engleski
Znanstvena područja
Građevinarstvo
POVEZANOST RADA
Projekti:
083-0831541-1545 - Modeliranje granične nosivosti i stabilnosti konstrukcija pri velikim pomacima (Mihanović, Ante, MZO ) ( CroRIS)
Ustanove:
Fakultet građevinarstva, arhitekture i geodezije, Split