Material Name -CONC-35MPA水泥混凝土）Equation of StateP alphaReference density2.75000E+00 (g/cm3 )Porous density2.31400E+00 (g/cm3 )Porous soundspeed2.92000E-01 (cm/us )Initial compaction pressure2.33000E-04 (Mbar )Solid compaction pressure6.00000E-02 (Mbar )Compaction exponent3.00000E+00 (none )Solid EOSPolynomialBulk Modulus Al3.52700E-01 (Mbar )Parameter A23.95800E-01 (Mbar )Parameter A39.04000E-02 (Mbar )Parameter B01.22000E+00 (none )Parameter B11.22000E+00 (none )Parameter T13.52700E-01 (Mbar )Parameter T20.00000E+00 (Mbar )Reference Temperature3.00000E+02 (K )Specific Heat6.54000E-06 (Terg/gK )Thermal Conductivity0.00000E+00 (Terg/cmKus)Compaction CurveStandardStrengthRHT ConcreteShear Modulus1.67000E-01 (Mbar )Compressive Strength (fc)3.50000E-04 (Mbar )Tensile Strength (ft/fc)1.00000E-01 (none )Shear Strength (fs/fc)1.80000E-01 (none )Intact Failure SurfaceConstant A1.60000E+00 (none )Intact Failure SurfaceExponent N6.10000E-01 (none )Tens./Comp. Meridian Ratio(Q)6.80500E-01 (none )Brittle to Ductile Transition1.05000E-02(none)G (elas.)/(elas.-plas.)2.00000E+00 (none )Elastic Strength / ft7.00000E-01 (none )Elastic Strength / fc5.30000E-01 (none )Fractured Strength Constant B1.60000E+00 (none )Fractured Strength ExponentM6.10000E-01 (none )Compressive Strain Rate Exp.Alpha3.20000E-02 (none )Tensile Strain Rate Exp. Delta3.60000E-02(none)Max. Fracture Strength Ratio1.00000E+20 (none )Use CAP on Elastic Surface?YesFailureRHT ConcreteDamage Constant, D14.00000E-02 (none )Damage Constant, D21.00000E+00 (none )Minimum Strain to Failure1.00000E-02 (none )Residual Shear ModulusFraction1.30000E-01 (none )Tensile FailureHydro (Pmin)ErosionGeometric StrainErosion Strain2.00000E+00 (none )Type of Geometric StrainInstantaneousMaterial Cutoffs-Maximum Expansion1.00000E-01 (none )Minimum Density (Euler)Factor1.00000E-04 (none )Minimum DensityFactor2.00000E-01 (none )(SPH)Maximum Density(SPH)Factor3.00000E+00 (none )Minimum Soundspeed1.00000E-10 (cm/us )Maximum Soundspeed1.01000E+20 (cm/us )Maximum Temperature1.01000E+20 (K )Reference:Riedel W. "Beton unter dynamischen Lasten..." Phd Thesis. EMI.Freiburg. Germany. 2000Equation of StateReference densityPorous densityPorous soundspeedInitial compaction pressure Solid compaction pressure Compaction exponent Solid EOSBulk Modulus A1Parameter A2Parameter A3Parameter B0Parameter B1Parameter T1Parameter T2Reference Temperature Specific HeatThermal ConductivityCompaction CurveP alpha2.75000E+00 (g/cm3 ) 2.52000E+00 (g/cm3 ) 3.24200E-01 (cm/us ) 9.33000E-04 (Mbar ) 6.00000E-02 (Mbar ) 3.00000E+00 (none ) Polynomial 3.52700E-01 (Mbar ) 3.95800E-01 (Mbar ) 9.04000E-02 (Mbar ) 1.22000E+00 (none ) 1.22000E+00 (none ) 3.52700E-01 (Mbar ) 0.00000E+00 (Mbar ) 3.00000E+02 (K ) 6.54000E-06 (Terg/gK ) 0.00000E+00 (Terg/cmKus) StandardMaterial Name - CONC140MPA (高强度很混凝土)StrengthRHT ConcreteShear Modulus2.20600E-01 (Mbar )Compressive Strength (fc)1.40000E-03 (Mbar )Tensile Strength (ft/fc)1.00000E-01 (none)Shear Strength (fs/fc)1.80000E-01(none)Intact Failure Surface ConstantA1.60000E+00 (none )Intact Failure Surface ExponentN6.10000E-01 (none )Tens./Comp. Meridian Ratio(Q)6.80500E-01 (none)Brittle to Ductile Transition1.05000E-02(none )G (elas.)/(elas.-plas.)2.00000E+00 (none )Elastic Strength / ft7.00000E-01 (none)Elastic Strength / fc5.30000E-01(none)Fractured Strength Constant B1.60000E+00 (none )Fractured Strength Exponent M6.10000E-01 (none )Compressive Strain Rate Exp.Alpha9.09000E-03 (none)Tensile Strain Rate Exp. Delta1.25000E-02 (none )Max. Fracture Strength Ratio1.00000E+20 (none )Use CAP on Elastic Surface?YesFailureRHT ConcreteDamage Constant, DI4.00000E-02 (none )Damage Constant, D21.00000E+00 (none )Minimum Strain to Failure1.00000E-02 (none )Residual Shear ModulusFraction1.30000E-01 (none )Tensile FailureHydro (Pmin)ErosionGeometric StrainErosion Strain2.00000E+00 (none )Type of Geometric StrainInstantaneousMaterial Cutoffs-Maximum Expansion1.00000E-01 (none)Minimum Density Factor (Euler)1.00000E-04 (none )Minimum Density Factor (SPH)2.00000E-01 (none)Maximum Density Factor (SPH)3.00000E+00 (none )Minimum Soundspeed1.00000E-10 (cm/us )Maximum Soundspeed1.01000E+20 (cm/us )Maximum Temperature1.01000E+20 (K )Reference:Riedel W. "Beton unter dynamischen Lasten..." Phd Thesis. EMI.Freiburg. Germany. 2000Material Name - CONCRETE-L 贫混凝土Equation of StatePorousReference density2.44000E+00 (g/cm3 )Solid Soundspeed2.20000E-01 (cm/us )Porous Soundspeed2.20000E-01 (cm/us )Density #12.34000E+00 (g/cm3 。