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Embed figure Punching failure mechanism Punching shear failure is a threedimensional state of stress failure that comes from the concentration of the high shear stresses in concrete around.

Punching failure mechanism. Download Scientific Diagram

Figure 1a shows an example of punching failure [1] One way to ensure local ductility and prevent progressive collapse of flat slabs is through the use of postpunching reinforcement as those.

Figure 1 Punching shear failure in slabs without shear

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The ‘d’ is the effective depth of the slab The punching shear perimeter is formed at a distance of d/2 from the edges of the column or the pedestal In the figure1 D ped is the depth of the pedestal Design Considerations for Punching Shear in Slabs The Punching Failure in the structure can be prevented by taking the following control measures.

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Punch Force (KN) = 80 x 3 x 03447 = 82728 KN Convert into tonnage 82728 KN ÷ 981 = 843 Ton For more details about the shearing strength including how to calculate it you can refer to the answer from Wikipedia .