International Journal of Concrete Structures and Materials

Table 1 Material properties of each specimen.

From: Blast and Impact Analyses of RC Beams Considering Bond-Slip Effect and Loading History of Constituent Materials

Specimens	\( f_{c} \) (MPa)	\( f_{y} \) (MPa)	\( E_{c} \) (GPa)	\( E_{s} \) (GPa)	Reinforcement
B40_D1	43	595	31	205	5 \( \phi \) 16 mm
B40_D2	43	595	31	205	5 \( \phi \) 16 mm
WE2	27	457	27.3	199.8	2 No. 7/2 No. 9
WE5	27	462	27.3	199.8	2 No. 7/2 No. 9
WE6	28.4	455	27.3	199.8	2 No. 7/2 No. 9
SS3a	46.7	464	33	195	2 No. 30/2 No. 30
SS3b	46.7	464	33	195	2 No. 30/2 No. 30

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