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

Table 3

Material parameters for uniaxial tension.

(MPa)				(MPa)						(N⋅m)	(N⋅m)
	0.18	0.000105	0.00012	3.48	0.0	0.7	1.5	1.0	3	0.0001	1.0