Elastomeric Polymers for Retrofitting of Reinforced Concrete Structures against the Explosive Effects of Blast

Table 2

Maximum and permanent displacements recorded in the panels due to the blast load.

Panel designation	Displacement (mm)
	Maximum	Permanent
Bare	39	18
PUB4	23	9
PUB8	20	4
PUT4	32	13
PUT8	26	5
PUTB4	20	7
PUTB8	15	2