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Nonlinear finite element analysis of punching shear strength of reinforced concrete slabs supported on L-shaped columns

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Figure

Fig. 1.  Critical perimeters assumed in ACI 318-19 [5] and Eurocode 2 [6]: a) around L-shaped columns,  b) shear-reinforced connection with cruciform layout
Fig. 2.  Slab-column specimens studied and critical perimeters used to calculate capacities according to ACI  318-19 [5] and Eurocode 2 [6] (specimen without opening, L1x6-0 not shown)
Table 1.  Summary of slabs tested by Hawkins et al. [8] and FEA predictions. Source: own study Column Dimensions
Fig. 3.  a) Experimental specimen dimensions and loading [8], b) modified dimensions
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