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Experimental Investigation on Punching Strength and Deformation Capacity of Shear-Reinforced Slabs

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Figure

Table 1 shows the main parameters of the test specimens.
Figure 10 shows the normalized load-deformation curve for  shear deformations near the column face
Figure 13 shows the surface deformations of the bottom  surface in the radial (a) and tangential (b) directions of the  slab specimens with the same geometry but different shear  reinforcement—Specimen PL1 (none), PL6 (studs), and PF1  (stirrups)
Fig. A1 – Load-rotation curve and failure criteria according to the CSCT 2 : (a) punching within  the shear-reinforced zone governing; and (b) crushing of concrete struts governing
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