Advances in Civil Engineering / 2016 / Article / Tab 9

Research Article

Advanced Concrete Model in Hydrocode to Simulate Concrete Structures under Blast Loading

Table 9

Parameters of ECC in the RHT model.


Compressive strength, (kPa)
Shear modulus, G (kPa)
Tensile strength ()
Shear strength ()
Damage constant,
Damage constant,
Minimum strain to failure,
Residual shear modulus fraction
Tensile failurePrincipal stress
Tensile failure stress (kPa)
Fracture energy (J/m2)4000
Crack softeningYes