Numerical Study on the Entrance Effect of Penetration into Concrete Targets

Table 2

Critical parameters for 23 MPa concrete of RHT model [12].

Parameter	Value
Ref. Density (kg/cm3)	2.75E − 03
EOS
ρporous (kg/cm^3)	2.04E − 03
cporous (m/s)	2.80E − 03
crush (MPa)	8.00E + 00
lock (MPa)	6.00E + 03
Compaction exponent	3.00E + 00
A1(MPa)	3.53E + 00
Strength
G(MPa)	1.25E + 04
fc(MPa)	2.30E + 01
ft/fc	1.00E − 01
fs/fc	1.80E − 01
A	1.6
N	6.10E − 01
Failure
D1	4.00E − 02
D2	1
EFMIN	1.00E − 02
Erosion
Geometric strain	2