SteelMP Material: Difference between revisions
Jump to navigation
Jump to search
Foxchameleon (talk | contribs) No edit summary |
Foxchameleon (talk | contribs) No edit summary |
||
| Line 20: | Line 20: | ||
|} | |} | ||
Note: For this material class, the sensitivity parameters can be: sigmaY, E, b | |||
---- | ---- | ||
:: Reference: | :: Reference: | ||
Barbato M., Conte J.P. (2006). “Finite element structural response sensitivity and reliability analyses using smooth versus non-smooth material constitutive models.” International Journal of Reliability and Safety, 1(1-2):3-39. | :: Barbato M., Conte J.P. (2006). “Finite element structural response sensitivity and reliability analyses using smooth versus non-smooth material constitutive models.” International Journal of Reliability and Safety, 1(1-2):3-39. | ||
Latest revision as of 05:11, 13 March 2011
- Sensitivity_Command_Manual
This command is used to construct a uniaxial Menegotto-Pinto steel material object.
| uniaxialMaterial SteelMP $matTag $sigmaY $E $b |
| $matTag | unique material object integer tag |
| $sigmaY | yield stress or force |
| $E | initial tangent stiffness |
| $b | strain-hardening ratio (ratio between post-yield tangent and initial elastic tangent) |
Note: For this material class, the sensitivity parameters can be: sigmaY, E, b
- Reference:
- Barbato M., Conte J.P. (2006). “Finite element structural response sensitivity and reliability analyses using smooth versus non-smooth material constitutive models.” International Journal of Reliability and Safety, 1(1-2):3-39.