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

Figure 11

Finite element model of samples with fabricated truss bars. (a) Sample with the fabricated truss bar in orthogonal orientation (TBϕ3Orth). (b) Sample with the fabricated truss bar in diagonal orientation (TBϕ3Dia).

(a)

(b)