Mathematical Problems in Engineering / 2016 / Article / Tab 3

Research Article

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)

0.180.0001050.000123.480.00.71.51.030.00011.0

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