Research Article

Performance of Hybrid Steel Fibers Reinforced Concrete Subjected to Air Blast Loading

Figure 6

(a) Failure mode of NRC cylinder. (b) Failure mode of HSFRC cylinder. (c) Bridging action of steel fibers in HSFRC cylinder.
420136.fig.006a
(a)
420136.fig.006b
(b)
420136.fig.006c
(c)