Anti-Impact Performance Enhancement of Two-Way Spanning Slab through the Implementation of Steel Trussed Bars

Figure 12

Graphical representation and numerical analysis of study samples. (a) Control sample (Cϕ6). (b) Sample with fabricated trussed bar shear reinforcement in the diagonal layout (TBϕ3Orth). (c) Sample with fabricated trussed bar shear reinforcement in the diagonal layout (TBϕ3Dia).

(a)

(b)

(c)