Damage Assessment of Two-Way Bending RC Slabs Subjected to Blast Loadings

Table 1

Maximum displacement of RC slab under different explosive charges.

Explosive weight (kg)	Distance (m)	Scaled distance (m/kg^1/3)	Peak value of blast load (MPa)	Maximum displacement of centre point (mm)
5	5	2.92	0.23	3.46
10		2.32	0.42	6.99
30		1.61	1.22	19.96
50		1.35	2.03	47.21
75		1.18	3.03	84.28
100		1.08	4.02	158.08