Testing the Numerical Simulation Of The Behavior Of RC Frame With Damaged Plasticity Model
published by Aِl-Baath University
in 2017
in
and research's language is
العربية
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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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