 Printer EmailThis purpose is to investigate the critical of shear strength of reinforced concrete (RC) beams is very significant particularly when this value is used in the practical design. A value of the shear capacity may lead to an unpredicted and at stage brittle collapse of the structural RC beams. Therefore, this modelling of shear crack is predicted by using Finite-Element analysis in the purpose. In this aim, ANSYS, which is finite-element software, is applied to confirm and verify that this RC simply supported RC beam can be achieved. Using eight-node SOLID65 and 2 or 3D Spar or BEAM element in ANSYS is as reinforced concrete element to confirm and verify the shear capacity led to an unexpected and crack. (Author: Tu Nguyen)
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