![]() ![]() Ranjith Babu B, Department of Civil Engineering, PSNA College of Engineering and Technology, Dindigul 624622, Tamil Nadu (India)ĪBAQUS/CAE. A modification of 0.4 is introduced in MC2010 code. The comparison between experimental and numerical results indicates that the calibrated model correctly predicts the punching shear response of the slabs. The material parameters of the damaged plasticity model in ABAQUS were calibrated based on the test results of slab – plate connection. ![]() This 3D Finite element analyses were performed with the appropriate modelling of element size and the constitutive modelling of concrete. The experimental results were compared with creating a nonlinear finite element programme using ABAQUS. Two 1000 x 1000 x 100 mm reinforced concrete slabs were cast and subjected to punching tests. This paper presents experimental and numerical investigations on M30 Grade of concrete containing 40% of sintered fly ash aggregates (SFAs) on the punching behaviour of reinforced concrete (RC) slabs. Sintered fly ash aggregates (SFAs), reinforced concrete slabs, finite element analysis, ABAQUS Abstract Department of Civil Engineering, PSNA College of Engineering and Technology, Dindigul 624622, Tamil Nadu (India)ĭepartment of Civil Engineering, Government College of Technology, Coimbatore 641013, Tamil Nadu (India)
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