Maquinas sincronas
Autor: | Mauricio Moncayo |
Compañía: | Siemens PLM Software Inc |
Fecha: | 06/12/2010 |
Software utilizado: | NX 7.0.0.9 |
Introduccion
Resumen de la solución
Entorno
Solución: | Copy of Solution 2 |
Solver: | NX NASTRAN |
Tipo de análisis: | Structural |
Tipo de solución: | SESTATIC 101 - Single Constraint |
Linealidad: | Lineal |
Navegador desimulación:
Nombre | Estatus | Entorno | Descripción |
model11_sim4.sim | | Predeterminado: NX NASTRAN - Estructural | |
model11_fem4.fem | | Default: NX NASTRAN - Térmico | |
Grupos | | | |
Fields | | | |
Simulation Object Container | | | |
Load Container | | | |
Force(1) | | | |
Pressure(1) | | | |
Constraint Container | | | |
Temp(1) | | | |
Temp(2) | | | |
Conv(1) | | | |
UserDefined(2) | | | |
Solution 1 | | NX NASTRAN - Térmico | NLSCSH 153 |
Solution 2 | | NX NASTRAN - Estructural | SESTATIC 101 - Single Constraint |
Copy ofSolution 2 | | NX NASTRAN - Estructural | SESTATIC 101 - Single Constraint |
Simulation Objects | | | |
Constraints | | | |
UserDefined(2) | | | |
Subcase - Static Loads 1 | | | |
Results | | | |
Report | | | |
Setup 1 | | | Durability |
Copy of Solution 2 | | | |
Fatigue Load Variation 1 | | | |
Results | | | |
Resumen de material
Nombre del material | Categoría del material | Tipo de material | Fuente | |
bronce | | Isotropic | User Defined | Category | |
Mass Density (RHO) | 8800 kg/m^3 |
Youngs Modulus (E) | 1.1e+011 Pa (N/m^2) |
Poissons Ratio (NU) | 0.35 |
Shear Modulus (G) |Not defined |
Structural Damping Coefficient (GE) | Not defined |
Stress-Strain (H) | Not defined |
Type of Nonlinearity (TYPE) | PLASTIC |
Yield Function Criterion (YF) | von Mises |
Hardening Rule (HR) | Isotropic |
Initial Yield Point (LIMIT1) | Not defined |
Initial Friction Angle (LIMIT2) | Not defined |
| Existing |
Yield Strength | Not defined |Ultimate Tensile Strength | 1.52e+008 Pa (N/m^2) |
Tsai-Wu Interaction Coefficient (F12) | Not defined |
Max Stress Tension (ST) | Not defined |
Max Stress Compression (SC) | Not defined |
Max Stress Shear (SS) | Not defined |
Max Strain Tension (XT) | Not defined |
Max Strain Compression (XC) | Not defined |
Max Strain Shear (XS) | Not defined |
Fatigue StrengthCoefficient | 0.34 libra/plg^2 (psi) |
Fatigue Strength Exponent | -0.34 |
Fatigue Ductility Coefficient | 0.34 |
Fatigue Ductility Exponent | -0.34 |
Work Hardening | Not defined |
Forming Limit | Not defined |
Plastic Strain Ratio | Not defined |
Temperature (TREF) | Not defined |
Thermal Expansion (A) | Not defined |
Thermal Conductivity (K) | Not defined |Specific Heat (CP) | Not defined |
Latent Heat | Not defined |
Phase Change Temperature | Not defined |
Phase Change Temperature Range | Not defined |
Phase Change Specific Heat | Not defined |
Electrical Resistivity | Not defined |
IR Scattering Coefficient | Not defined |
IR Extinction Coefficient | Not defined |
Solar Scattering Coefficient | Not defined |
SolarExtinction Coefficient | Not defined |
|
ACERO AISI 1020 | METAL | Isotropic | Library | Category | METAL |
Mass Density (RHO) | 0.000732581 libra-seg^2/plg^4 |
Youngs Modulus (E) | Steel_Youngs Modulus (E): (default value: 3.00146e+007 libra/plg^2 (psi)) |
Poissons Ratio (NU) | Steel_Poissons Ratio (NU): (default value: 0.298) |
Shear Modulus (G) | Not defined |...
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