Numerical Implementation of Spatial Elastoplastic Damage Model of Concrete in the Framework of Isogeometric Analysis Approach

Table 4

Material parameters for uniaxial compression.

(MPa)				(MPa)						(N⋅m)	(N⋅m)
	0.18	0.00067	0.002		0.0	0.75	2.0	1.0	3	0.0001	5.0