Concrete Report

May 4th, 2015
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My group tested beam with reference S that designed to fail in shear. The beam was casted with two bottom bars with diameter of 16mm and had inadequate shear link reinforcement as shown in Figure 1. As the beam loaded to failure, diagonal cracking started to appear near to the support as shown in

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Concrete ReportIndividual Report (Group ES2)DiscussionMy group tested beam with reference S that designed to fail in shear. The beam was casted with two bottom bars with diameter of 16mm and had inadequate shear link reinforcement as shown in Figure 1. As the beam loaded to failure, diagonal cracking started to appear near to the support as shown in Figure 2. The beam failed in catastrophic manner with no warning as ultimate loading was reached. Figure 1: Shear failure of the concrete beamFigure 2 :Reinforcement in the beamThe load versus deflection graph shows a linear relationship

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