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Table 2 Material properties material model

From: Blast Response Simulation of the Alfred Murrah Building Reinforced by Use of HPFRCC

Plastic kinematic material model (rebar)

Young’s modulus

196.5 GPa

Poisson’s ratio

0.3

Mass density

7860 kg/m3

Yield strength

413 MPa

Tangential modulus

3.32 GPa

C (for Cowper–Symonds model)

40.0

P (for Cowper–Symonds model)

5.0

Failure strain

0.3

CSCM (normal concrete and HPFRCC)

Compressive strength

27 MPa (concrete) and 180 MPa (HPFRCC)

Mass density

2400 kg/m3

IRATE

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ERODE

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