Material Name - CONC-35MPA(水泥混凝土)
romary花语Equation of State P alphanewhalf是什么意思
Reference density 2.75000E+00 (g/cm3 )
Porous density 2.31400E+00 (g/cm3 )
Porous soundspeed 2.92000E-01 (cm/us )
Initial compaction pressure 2.33000E-04 (Mbar )
Solid compaction pressure 6.00000E-02 (Mbar )
Compaction exponent 3.00000E+00 (none )
Solid EOS Polynomial
Bulk Modulus A1 3.52700E-01 (Mbar )
Parameter A2 3.95800E-01 (Mbar )
Parameter A3 9.04000E-02 (Mbar )
Parameter B0 1.22000E+00 (none )
Parameter B1 1.22000E+00 (none )
Parameter T1 3.52700E-01 (Mbar )
Parameter T2 0.00000E+00 (Mbar )
Reference Temperature 3.00000E+02 (K )
Specific Heat 6.54000E-06 (Terg/gK )
Thermal Conductivity 0.00000E+00 (Terg/cmKus)
皮肤快速美白
Compaction Curve Standard
Strength RHT Concrete
Shear Modulus 1.67000E-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 Surface
1.60000E+00 (none )
Constant A
Intact Failure Surface
6.10000E-01 (none )
Exponent N
Tens./Comp. Meridian Ratio
6.80500E-01 (none )
nickcarter
(Q)
Brittle to Ductile Transition 1.05000E-02 (none )
G (elas.)/(elas.-plas.) 2.00000E+00 (none )
Elastic Strength / ft 7.00000E-01 (none )
Elastic Strength / fc 5.30000E-01 (none )
Fractured Strength Constant B 1.60000E+00 (none )
Fractured Strength Exponent
6.10000E-01 (none )
M
coca
Compressive Strain Rate Exp.
3.20000E-02 (none )
英语三级考试时间
Alpha
Tensile Strain Rate Exp. Delta 3.60000E-02 (none )
Max. Fracture Strength Ratio 1.00000E+20 (none )
U CAP on Elastic Surface? Y es
Damage Constant, D1 4.00000E-02 (none ) Damage Constant, D2 1.00000E+00 (none ) Minimum Strain to Failure 1.00000E-02 (none ) Residual Shear Modulus
Fraction
1.30000E-01 (none ) Tensile Failure Hydro (Pmin) Erosion Geometric Strain Erosion Strain
2.00000E+00 (none ) Type of Geometric Strain Instantaneous Material Cutoffs-
Maximum Expansion 1.00000E-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 Soundspeed 1.00000E-10 (cm/us ) Maximum Soundspeed 1.01000E+20 (cm/us ) Maximum Temperature 1.01000E+20 (K )
Reference:Riedel W. "Beton unter " Phd Thesis. EMI. Freiburg. Germany. 2000
Material Name - CONC140MPA（高强度很混凝土）Equation of State P alpha
Reference density 2.75000E+00 (g/cm3 ) Porous density 2.52000E+00 (g/cm3 ) Porous soundspeed 3.24200E-01 (cm/us ) Initial compaction pressure 9.33000E-04 (Mbar )
Solid compaction pressure 6.00000E-02 (Mbar ) Compaction exponent 3.00000E+00 (none ) Solid EOS Polynomial
Bulk Modulus A1 3.52700E-01 (Mbar ) Parameter A2 3.95800E-01 (Mbar ) Parameter A3 9.04000E-02 (Mbar ) Parameter B0 1.22000E+00 (none ) Parameter B1 1.22000E+00 (none ) Parameter T1 3.52700E-01 (Mbar ) Parameter T2 0.00000E+00 (Mbar ) Reference Temperature 3.00000E+02 (K ) Specific Heat 6.54000E-06 (Terg/gK ) Thermal Conductivity 0.00000E+00 (Terg/cmKus) Compaction Curve Standard
Shear Modulus 2.20600E-01 (Mbar )
solo的意思Compressive Strength (fc) 1.40000E-03 (Mbar )
Tensile Strength (ft/fc) 1.00000E-01 (none )
favour
Shear Strength (fs/fc) 1.80000E-01 (none )
Intact Failure Surface Constant
1.60000E+00 (none )
A
Intact Failure Surface Exponent
6.10000E-01 (none )
N
Tens./Comp. Meridian Ratio
6.80500E-01 (none )
(Q)
Brittle to Ductile Transition 1.05000E-02 (none )
G (elas.)/(elas.-plas.) 2.00000E+00 (none )
Elastic Strength / ft 7.00000E-01 (none )
Elastic Strength / fc 5.30000E-01 (none )
Fractured Strength Constant B 1.60000E+00 (none )
Fractured Strength Exponent M 6.10000E-01 (none )
Compressive Strain Rate Exp.
9.09000E-03 (none )
Alpha
Tensile Strain Rate Exp. Delta 1.25000E-02 (none )
Max. Fracture Strength Ratio 1.00000E+20 (none )
U CAP on Elastic Surface? Y es
Failure RHT Concrete
Damage Constant, D1 4.00000E-02 (none )
Damage Constant, D2 1.00000E+00 (none )
Minimum Strain to Failure 1.00000E-02 (none )
Residual Shear Modulus
1.30000E-01 (none )
Fraction
Tensile Failure Hydro (Pmin)
Erosion Geometric Strain
Erosion Strain 2.00000E+00 (none )
Type of Geometric Strain Instantaneous
Material Cutoffs-
Maximum Expansion 1.00000E-01 (none )
Minimum Density Factor
1.00000E-04 (none )
(Euler)
Minimum Density Factor
2.00000E-01 (none )
(SPH)
Maximum Density Factor
3.00000E+00 (none )
(SPH)
Minimum Soundspeed 1.00000E-10 (cm/us )
理念的意思Maximum Soundspeed 1.01000E+20 (cm/us )
Maximum Temperature 1.01000E+20 (K )
Reference:Riedel W. "Beton unter " Phd Thesis. EMI.
Freiburg. Germany. 2000
Material Name - CONCRETE-L贫混凝土
Equation of State Porous
Reference density 2.44000E+00 (g/cm3 ) Solid Soundspeed 2.20000E-01 (cm/us ) Porous Soundspeed 2.20000E-01 (cm/us ) Density #1 2.34000E+00 (g/cm3 ) Density #2 2.35000E+00 (g/cm3 ) Density #3 2.40000E+00 (g/cm3 ) Density #4 2.46000E+00 (g/cm3 ) Density #5 2.50000E+00 (g/cm3 ) Density #6 0.00000E+00 (g/cm3 ) Density #7 0.00000E+00 (g/cm3 ) Density #8 0.00000E+00 (g/cm3 ) Density #9 0.00000E+00 (g/cm3 ) Density #10 0.00000E+00 (g/cm3 ) Pressure #1 0.00000E+00 (Mbar ) Pressure #2 2.50000E-04 (Mbar ) Pressure #3 7.00000E-04 (Mbar ) Pressure #4 1.30000E-03 (Mbar ) Pressure #5 2.50000E-03 (Mbar ) Pressure #6 0.00000E+00 (Mbar ) Pressure #7 0.00000E+00 (Mbar ) Pressure #8 0.00000E+00 (Mbar ) Pressure #9 0.00000E+00 (Mbar ) Pressure #10 0.00000E+00 (Mbar ) Crush failure density 1.01000E+20 (g/cm3 ) Strength Drucker-Prager
Shear Modulus 7.88000E-02 (Mbar ) Pressure hardening type Piecewi
Pressure #1 0.00000E+00 (Mbar ) Pressure #2 8.00000E-04 (Mbar ) Pressure #3 1.10000E-03 (Mbar ) Pressure #4 2.00000E-03 (Mbar ) Pressure #5 0.00000E+00 (Mbar ) Pressure #6 0.00000
E+00 (Mbar ) Pressure #7 0.00000E+00 (Mbar ) Pressure #8 0.00000E+00 (Mbar ) Pressure #9 0.00000E+00 (Mbar ) Pressure #10 0.00000E+00 (Mbar ) Yield Stress (zero plastic
2.50000E-04 (Mbar ) strain)
Yield Stress #2 1.10000E-03 (Mbar )
Yield Stress #3 1.60000E-03 (Mbar ) Yield Stress #4 1.95000E-03 (Mbar ) Yield Stress #5 0.00000E+00 (Mbar ) Yield Stress #6 0.00000E+00 (Mbar ) Yield Stress #7 0.00000E+00 (Mbar ) Yield Stress #8 0.00000E+00 (Mbar ) Yield Stress #9 0.00000E+00 (Mbar ) Yield Stress #10 0.00000E+00 (Mbar ) Failure Hydro (Pmin)
Hydro Tensile Limit -2.50000E-05 (Mbar ) Reheal Y es
Crack Softening No
Stochastic failure No
Erosion Geometric Strain Erosion Strain 4.00000E+00 (none ) Type of Geometric Strain Instantaneous Material Cutoffs-
Maximum Expansion 1.00000E-01 (none ) Minimum Density Factor
(Euler)
1.00000E-04 (none ) Minimum Density Factor
(SPH)
2.00000E-01 (none ) Maximum Density Factor
dove的意思(SPH)
3.00000E+00 (none ) Minimum Soundspeed 1.00000E-10 (cm/us ) Maximum Soundspeed 1.01000E+20 (cm/us ) Maximum Temperature 1.01000E+20 (K )
Reference:C.M. Wentzel et al "Concrete under Multi-Axial Dynamic Loading" - Tran. Load. & resp. Struct. 19 98
