Testing the Numerical Simulation Of The Behavior Of RC Frame With Damaged Plasticity Model


Abstract in English

This study aims to investigate the capacity of numerical models to reproduce the monotonic behavior of reinforced concrete framed structures.

References used

BIRTEL, V; MARK, P 2006, Parameterized Finite Element Modeling of RC Beam Shear Failure. Abaqus Users Conference
CARREIRA, DJ; CHU, KH 1985 Stress–strain relationship for plain concrete in compression, ACI Journal 82(6): 797– 804
HORDIJK, DA 1992, Tensile and tensile fatigue behavior of concrete; experiments, modeling and analyses, Heron.37(1):3-79

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