Damage Assessment of an RC Pier under Noncontact Blast Loading Based on P-I Curves

Table 5

Material parameters.

MAT_CONCRETE_DAMAGE_REL3		Concrete
	Material number	1
	Density	2.5 × 10^3 kg/m^3
	Poisson ratio	0.2
	Unconfined compressive strength	4.0 × 10^7 Pa
MAT_PIECEWISE_LINEAR_PLASTICITY		Longitudinal bar	Stirrup
	Material number	2	3
	Yield strength	4.0 × 10^8 Pa	3.0 × 10^8 Pa
	Density	7.85 × 10^3 kg/m^3	7.85 × 10^3 kg/m^3
	Elastic modulus	2.0 × 10^11 Pa	2.0 × 10^11 Pa
	Poisson ratio	0.3	0.3
	Tangent modulus	2.0 × 10^9 Pa	2.0 × 10^9 Pa
	Failure strain	0.15	0.15