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LOAD DEFLECTION BEHAVIOUR OF RC BEAMS: NONLINEAR ANALYSIS
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.10, No. 8)Publication Date: 2019-08-16
Authors : M Sunand Sujatha Unnikrishnan Akshara Menon;
Page : 191-197
Keywords : finite element analysis; material nonlinearity; parametric study; shear span; ANSYS.;
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Abstract
Nonlinear analysis of longitudinally reinforced RC beams with and without transverse reinforcement is attempted in this study. Simply supported beams of effective span 0.9 m, 1.2 m, 1.5 m & 1.8 m were analyzed, using ANSYS software. Load deflection behavior and ultimate load of the beams were obtained based on analytical results. Parametric study was attempted by varying shear span to effective depth ratio 2.4, 3.2, 4 & 4.8.
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Last modified: 2020-01-16 20:12:59