炉渣采购合同采购合同

MaterialName-CONC-35MPA水泥混凝土）EquationofStatePalphaReferencedensity2.75000E+00(g/cm3)Porousdensity2.31400E+00(g/cm3)Poroussoundspeed2.92000E-01(cm/us)Initialcompactionpressure2.33000E-04(Mbar)Solidcompactionpressure6.00000E-02(Mbar)Compactionexponent3.00000E+00(none)SolidEOSPolynomialBulkModulusAl3.52700E-01(Mbar)ParameterA23.95800E-01(Mbar)ParameterA39.04000E-02(Mbar)ParameterB01.22000E+00(none)ParameterB11.22000E+00(none)ParameterT13.52700E-01(Mbar)ParameterT20.00000E+00(Mbar)ReferenceTemperature3.00000E+02(K)SpecificHeat6.54000E-06(Terg/gK)ThermalConductivity0.00000E+00(Terg/cmKus)CompactionCurveStandardStrengthRHTConcreteShearModulus1.67000E-01(Mbar)CompressiveStrength(fc)3.50000E-04(Mbar)TensileStrength(ft/fc)1.00000E-01(none)ShearStrength(fs/fc)1.80000E-01(none)IntactFailureSurfaceConstantA1.60000E+00(none)IntactFailureSurfaceExponentN6.10000E-01(none)Tens./Comp.MeridianRatio(Q)6.80500E-01(none)BrittletoDuctileTransition1.05000E-02(none)G(elas.)/(elas.-plas.)2.00000E+00(none)ElasticStrength/ft7.00000E-01(none)ElasticStrength/fc5.30000E-01(none)FracturedStrengthConstantB1.60000E+00(none)FracturedStrengthExponentM6.10000E-01(none)CompressiveStrainRateExp.Alpha3.20000E-02(none)TensileStrainRateExp.Delta3.60000E-02(none)Max.FractureStrengthRatio1.00000E+20(none)UseCAPonElasticSurface?YesFailureRHTConcreteDamageConstant,D14.00000E-02(none)DamageConstant,D21.00000E+00(none)MinimumStraintoFailure1.00000E-02(none)ResidualShearModulusFraction1.30000E-01(none)TensileFailureHydro(Pmin)ErosionGeometricStrainErosionStrain2.00000E+00(none)TypeofGeometricStrainInstantaneousMaterialCutoffs-MaximumExpansion1.00000E-01(none)MinimumDensity(Euler)Factor1.00000E-04(none)MinimumDensityFactor2.00000E-01(none)(SPH)MaximumDensity(SPH)Factor3.00000E+00(none)MinimumSoundspeed1.00000E-10(cm/us)MaximumSoundspeed1.01000E+20(cm/us)MaximumTemperature1.01000E+20(K)Reference:RiedelW."BetonunterdynamischenLasten..."PhdThesis.EMI.Freiburg.Germany.2000EquationofStateReferencedensityPorousdensityPoroussoundspeedInitialcompactionpressureSolidcompactionpressureCompactionexponentSolidEOSBulkModulusA1ParameterA2ParameterA3ParameterB0ParameterB1ParameterT1ParameterT2ReferenceTemperatureSpecificHeatThermalConductivityCompactionCurvePalpha2.75000E+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)Polynomial3.52700E-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)StandardMaterialName-CONC140MPA(高强度很混凝土)StrengthRHTConcreteShearModulus2.20600E-01(Mbar)CompressiveStrength(fc)1.40000E-03(Mbar)TensileStrength(ft/fc)1.00000E-01(none)ShearStrength(fs/fc)1.80000E-01(none)IntactFailureSurfaceConstantA1.60000E+00(none)IntactFailureSurfaceExponentN6.10000E-01(none)Tens./Comp.MeridianRatio(Q)6.80500E-01(none)BrittletoDuctileTransition1.05000E-02(none)G(elas.)/(elas.-plas.)2.00000E+00(none)ElasticStrength/ft7.00000E-01(none)ElasticStrength/fc5.30000E-01(none)FracturedStrengthConstantB1.60000E+00(none)FracturedStrengthExponentM6.10000E-01(none)CompressiveStrainRateExp.Alpha9.09000E-03(none)TensileStrainRateExp.Delta1.25000E-02(none)Max.FractureStrengthRatio1.00000E+20(none)UseCAPonElasticSurface?YesFailureRHTConcreteDamageConstant,DI4.00000E-02(none)DamageConstant,D21.00000E+00(none)MinimumStraintoFailure1.00000E-02(none)ResidualShearModulusFraction1.30000E-01(none)TensileFailureHydro(Pmin)ErosionGeometricStrainErosionStrain2.00000E+00(none)TypeofGeometricStrainInstantaneousMaterialCutoffs-MaximumExpansion1.00000E-01(none)MinimumDensityFactor(Euler)1.00000E-04(none)MinimumDensityFactor(SPH)2.00000E-01(none)MaximumDensityFactor(SPH)3.00000E+00(none)MinimumSoundspeed1.00000E-10(cm/us)MaximumSoundspeed1.01000E+20(cm/us)MaximumTemperature1.01000E+20(K)Reference:RiedelW."BetonunterdynamischenLasten..."PhdThesis.EMI.Freiburg.Germany.2000MaterialName-CONCRETE-L贫混凝土EquationofStatePorousReferencedensity2.44000E+00(g/cm3)SolidSoundspeed2.20000E-01(cm/us)PorousSoundspeed2.20000E-01(cm/us)Density#12.34000E+00(g/cm3)Density#22.35000E+00(g/cm3)Density#32.40000E+00(g/cm3)Density#42.46000E+00(g/cm3)Density#52.50000E+00(g/cm3)Density#60.00000E+00(g/cm3)Density#70.00000E+00(g/cm3)Density#80.00000E+00(g/cm3)Density#90.00000E+00(g/cm3)Density#100.00000E+00(g/cm3)Pressure#10.00000E+00(Mbar)Pressure#22.50000E-04(Mbar)Pressure#37.00000E-04(Mbar)Pressure#41.30000E-03(Mbar)Pressure#52.50000E-03(Mbar)Pressure#60.00000E+00(Mbar)Pressure#70.00000E+00(Mbar)Pressure#80.00000E+00(Mbar)Pressure#90.00000E+00(Mbar)Pressure#100.00000E+00(Mbar)Crushfailuredensity1.01000E+20(g/cm3)StrengthDrucker-PragerShearModulus7.88000E-02(Mbar)PressurehardeningtypePiecewisePressure#10.00000E+00(Mbar)Pressure#28.00000E-04(Mbar)Pressure#31.10000E-03(Mbar)Pressure#42.00000E-03(Mbar)Pressure#50.00000E+00(Mbar)Pressure#60.00000E+00(Mbar)Pressure#70.00000E+00(Mbar)Pressure#80.00000E+00(Mbar)Pressure#90.00000E+00(Mbar)Pressure#100.00000E+00(Mbar)YieldStress(zeroplasticstrain)2.50000E-04(Mbar)YieldStress#21.10000E-03(Mbar)YieldStress#3YieldStress#4YieldStress#5YieldStress#6YieldStress#7YieldStress#8YieldStress#9YieldStress#10FailureHydroTensileLimitReheal1.60000E-03(Mbar)1.95000E-03(Mbar)0.00000E+00(Mbar)0.00000E+00(Mbar)0.00000E+00(Mbar)0.00000E+00(Mbar)0.00000E+00(Mbar)0.00000E+00(Mbar)Hydro(Pmin)-2.50000E-05(Mbar)YesCrackSofteningStochasticfailureErosionNoNoGeometricStrainErosionStrain4.00000E+00(none)MinimumDensityFactor(Euler)MinimumDensityFactor(SPH)MaximumDensityFactorTypeofGeometricStrainMaterialCutoffsMaximumExpansion(SPH)MinimumSoundspeedMaximumSoundspeedMaximumTemperatureReference:Instantaneous1.00000E-01(none)1.00000E-04(none)2.00000E-01(none)3.00000E+00(none)1.00000E-10(cm/us)1.01000E+20(cm/us)1.01000E+20(K)C.M.Wentzeletal"ConcreteunderMulti-AxialDynamicLoading"-Tran.Load.&resp.Struct.1998