SteelMP Material: Difference between revisions
Jump to navigation
Jump to search
Foxchameleon (talk | contribs) (Created page with '{{Sensitivity_Command_Manual}} This command is used to construct a uniaxial Menegotto-Pinto steel material object. {| | style="background:yellow; color:black; width:800px" ...') |
Foxchameleon (talk | contribs) No edit summary |
||
(One intermediate revision by the same user not shown) | |||
Line 1: | Line 1: | ||
{{Sensitivity_Command_Manual}} | {{Sensitivity_Command_Manual}} | ||
This command is used to construct a uniaxial Menegotto-Pinto steel material object. | This command is used to construct a uniaxial Menegotto-Pinto steel material object. | ||
Line 21: | Line 20: | ||
|} | |} | ||
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. |
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.