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The new macro-scale numerical model for analyzing reinforced concrete structures (CROSBI ID 541961)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Galić, Mirela ; Marović, Pavao ; Nikolić, Željana The new macro-scale numerical model for analyzing reinforced concrete structures // Proceedings of the 8th World Congress on Computational Mechanics & 5th European Congress on Computational methods in Applied Sciences and Engineering / Schrefler, Bernhard ; Perego, Umberto (ur.). Barcelona: International Center for Numerical Methods in Engineering (CIMNE), 2008. str. MS-118-9-1-MS-118-9-2

Podaci o odgovornosti

Galić, Mirela ; Marović, Pavao ; Nikolić, Željana

engleski

The new macro-scale numerical model for analyzing reinforced concrete structures

The new macro-scale 3D numerical model for analysing reinforced and prestressed concrete structures is developed where the nonlinear behaviour of concrete is described by an elastoplastic material model which is based on the Mohr-Coulomb law for dominant compression stresses and the Rankine law for dominant tensile stresses. A multisurface presentation of the developed model is implemented which permits the rapid convergence of the mathematical procedure.

nonlinear analysis; computational plasticity; 3D numerical model; concrete

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Podaci o prilogu

MS-118-9-1-MS-118-9-2.

2008.

objavljeno

Podaci o matičnoj publikaciji

Proceedings of the 8th World Congress on Computational Mechanics & 5th European Congress on Computational methods in Applied Sciences and Engineering

Schrefler, Bernhard ; Perego, Umberto

Barcelona: International Center for Numerical Methods in Engineering (CIMNE)

978-84-96736-55-9

Podaci o skupu

8th World Congress on Computational Mechanics (WCCM() & 5th European Congress on Computational methods in Applied Sciences and Engineering (ECCOMAS 2008)

pozvano predavanje

30.06.2008-04.07.2008

Venecija, Italija

Povezanost rada

Građevinarstvo, Temeljne tehničke znanosti