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Table 4 Concrete properties for tip-over simulation.

From: Effect of Alkali-Silica Reactivity Damage to Tip-Over Impact Performance of Dry Cask Storage Structures

Properties

Values

Density

2450 kg/m3

Young’s modulus

31 × 103 MPa

Poisson’s ratio

0.15

Uniaxial tensile strength

4.3 MPa

Uniaxial compressive strength

41.4 MPa

Biaxial compressive strength

55 MPa