Elastoplastic Modelling of an In Situ Concrete Spalling Experiment Using the Ottosen Failure Criterion

Table 4

Material strengths based on measured values and material properties.

Material	Uniaxial compressive strength, mean [MPa]	Uniaxial compressive strength, characteristic [MPa]	Uniaxial tensile strength, mean [MPa]	Uniaxial tensile strength, characteristic [MPa]
Rock mass
Concrete C35/45

[31]. [34]. Calculated value [33]. Property for pegmatitic granite. Property for rock mass.