Table 1 The material parameters for each of the analyzed models

From: Fuzzy method of conformity control for compressive strength of concrete on the basis of computational numerical analysis

Model Concrete class The average compressive strength of concrete fcm [MPa] Deformation of concrete in compression Tensile strength of concrete fct,eff [MPa] Characteristic strength of concrete fck Modulus of elasticity of concrete Ecm [GPa]
1 C16/20 −24 −0.0035 1.90 16 29
2 C20/25 −28 −0.0035 2.20 20 30
3 C25/30 −33 −0.0035 2.60 25 31