Study on Joint Damage of Double Prefabricated Fragments Penetrating Finite Thickness Concrete

Table 2

RHT equation of state parameters.

R0	Shear	EPSF	B0	B1	T1
2.7e^−6	26.7	2	1.22	1.22	100
FC	FS	FT	Q0	B	T2
0.035	0.18	0.1	0.6805	0.0105	0.0