Measured Variability Of Southern Yellow Pine - Manual for LS-DYNA Wood Material Model 143
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2.5 WOOD MODEL OUTPUT
One example output file is given here for completeness. It gives the output format for the PINE and FIR options. If the <BLANK> option is selected, then the lines for wood type through units are omitted. The example values printed are for saturated grade 1 pine at room temperature in units of MPa, cm, and ms.
Printed for PINE and FIR options only.
Default Material Property Selection:
| WOOD |
Wood type = 0.0000e+00
EQ. 0: Southern yellow pine (default)
EQ. 1: Douglas fir
|
| MC |
Moisture content (%) = 2.3000e+01
|
| TEMP |
Temperature = 2.0000e+01
|
| QT |
Tension/shear quality factor = 0.4700e+00
|
| QC |
Compression quality factor = 0.6300e+00
Quality factor option = 0.0000e+00
EQ. 0: Grades 1, 1D, 2, 2D (default)
EQ. -1: DS-65 or SEL STR
EQ. -2: Clear wood
GT. 0: User-defined
Apply quality factors perpendicular = 1.0000e+00
EQ. 0: Yes (default)
EQ. 1: No (use clear wood strengths)
|
| UNITS |
Units = 1.0000e+00
EQ. 0: GPa, mm, ms, kg/mm3, kN (default)
EQ. 1: MPa, mm, ms, g/mm3, N
EQ. 2: MPa, mm, s, Mg/mm3, N
EQ. 3: lbf/inch2, inch, s, lb-s2/inch4, lbf
|
Printed for all options.
| Control Parameters: |
| NPLOT |
Plot parameter = 0.0000e+00
EQ. 0: Maximum of parallel and perpendicular damage (default)
EQ. 1: Perpendicular damage
|
| ITERS |
Number of plasticity algorithm iterations = 1.0000e+00
|
| IRATE |
Rate-effect option = 1.0000e+00
EQ. 0: Rate effects off (default)
EQ. 1: Rate effects on
|
| GHARD |
Perfect plasticity override = 0.0000e+00
EQ. 0: Perfect plasticity (default)
GT. 0: Continuous hardening
|
| IFAIL |
Erode with perpendicular damage = 0.0000e+00
EQ. 0: No (default)
EQ. 1: Yes (not recommended)
|
| Stiffness: |
| EL |
Parallel normal modulus |
= 1.1350e+04 |
| ET |
Perpendicular normal modulus |
= 2.4680e+02 |
| GLT |
Parallel shear modulus |
= 7.1520e+02 |
| GTR |
Perpendicular shear modulus |
= 8.7510e+01 |
| nLT |
Parallel major Poisson’s ratio |
= 0.1568e+00 |
Strength: |
| XT |
Parallel tensile strength |
= 4.0250e+01 |
| XC |
Parallel compressive strength |
= 1.3330e+01 |
| YT |
Perpendicular tensile strength |
= 2.0500e+00 |
| YC |
Perpendicular compressive strength |
= 4.0820e+00 |
| S|| |
Parallel shear strength |
= 6.2410e+00 |
| S^ |
Perpendicular shear strength |
= 1.2730e+01 |
Damage: |
| Gf I || |
Parallel fracture energy in tension |
= 4.2660e+01 |
| Gf II || |
Parallel fracture energy in shear |
= 8.8260e+01 |
| B |
Parallel softening parameter |
= 3.0000e+01 |
| dmax|| |
Parallel maximum damage |
= 0.9999e+00 |
| Gf I ^ |
Perpendicular fracture energy in tension |
= 4.0090e-01 |
| Gf II ^ |
Perpendicular fracture energy in shear |
= 8.2950e-01 |
| D |
Perpendicular softening parameter |
= 3.0000e+01 |
| dmax^ |
Perpendicular maximum damage |
= 0.9900e+00 |
Rate Effects: |
| h|| |
Parallel fluidity parameter in tension/shear |
= 0.0045e+00 |
| hc|| |
Parallel fluidity parameter in compression |
= 0.0045e+00 |
| n|| |
Parallel power |
= 0.1070e+00 |
| h^ |
Perpendicular fluidity parameter in tension/shear |
= 0.0962e+00 |
| hc^ |
Perpendicular fluidity parameter in compression |
= 0.0962e+00 |
| n^ |
Perpendicular power |
= 0.1040e+00 |
Hardening: |
| N|| |
Parallel hardening initiation |
= 0.5000e+00 |
| c|| |
Parallel hardening rate |
= 4.0000e+02 |
| N^ |
Perpendicular hardening initiation |
= 0.4000e+00 |
| c^ |
Perpendicular hardening rate |
= 1.0000e+02 |
Orientation Options: |
| AOPT |
= 2.0000e+00 |
| Orientation parameter #1 |
= 0.0000e+00 |
| Orientation parameter #2 |
= 0.0000e+00 |
| Orientation parameter #3 |
= 1.0000e+00 |
| Orientation parameter #4 |
= 1.0000e+00 |
| Orientation parameter #5 |
= 0.0000e+00 |
| Orientation parameter #6 |
= 0.0000e+00 |
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