Influence Factors Analysis of RC Beams under Falling Weight Impact Based on HJC Model

Table 6

∗MAT_CONCRETE_DAMAGE_REL3 constitutive model of concrete.

Card 1	MID	RO	PR
	72	2.4E + 03	0.19
Card 2	FT	A0	A1	A2	B1	OMEGA	A1F
	—	−41.2 + 06	—	—	—	—	—
Card 3	Sλ	NOUT	EDROP	RSIZE	UCF	LCRATE	LOCWID	NPTS
	—	—	—	39.4	145.0	723	—	—

Note. For the simplified model, the vacant parameters in the table need not be defined (nonsimplified mode needs).