UniaxialMaterial Commands: Difference between revisions
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{{Sensitivity_Command_Manual}} | {{Sensitivity_Command_Manual}} | ||
::: [[SteelMP ]] | <noinclude>Several uniaxial materials are available for DDM-based FE response sensitivity computation. | ||
{| | |||
| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial matType? arg1? ...''' | |||
|} | |||
: Several uniaxial materials are available for DDM-based FE response sensitivity computation. | |||
::: [[SteelMP Material]] | |||
::: 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. | ||
::: [[SmoothPSConcrete ]] | ::: [[SmoothPSConcrete Material]] | ||
::: This command is used to construct a uniaxial smoothed Popovics-Saenz concrete material object. | ::: This command is used to construct a uniaxial smoothed Popovics-Saenz concrete material object. | ||
::: [[UniaxialJ2Plasticity ]] | ::: [[UniaxialJ2Plasticity Material]] | ||
::: This command is used to construct a uniaxial J2 Plasticity material object with isotropic and kinematic hardening. | ::: This command is used to construct a uniaxial J2 Plasticity material object with isotropic and kinematic hardening. | ||
::: [[Hardening ]] | ::: [[Hardening Material for Sensitivity]] | ||
::: This command is used to construct a uniaxial material object with combined linear kinematic and isotropic hardening. | ::: This command is used to construct a uniaxial material object with combined linear kinematic and isotropic hardening. | ||
::: [[Concrete01 ]] | ::: [[Concrete01 Material]] | ||
::: This command is used to construct a uniaxial Kent-Scott-Park concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and no tensile strength (refer to http://peer.berkeley.edu). | ::: This command is used to construct a uniaxial Kent-Scott-Park concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and no tensile strength (refer to http://peer.berkeley.edu). | ||
::: [[Steel01 ]] | ::: [[Steel01 Material for Sensitivity]] | ||
::: This command is used to construct a uniaxial bilinear steel material object with kinematic hardening and optional isotropic hardening described by a non-linear evolution equation (refer to http://peer.berkeley.edu). | ::: This command is used to construct a uniaxial bilinear steel material object with kinematic hardening and optional isotropic hardening described by a non-linear evolution equation (refer to http://peer.berkeley.edu). | ||
::: [[Elastic ]] | ::: [[Elastic Uniaxial Material]] | ||
::: This command is used to construct a linear elastic uniaxial material object (with optional material damping). | ::: This command is used to construct a linear elastic uniaxial material object (with optional material damping). | ||
Latest revision as of 20:19, 1 April 2013
- Sensitivity_Command_Manual
Several uniaxial materials are available for DDM-based FE response sensitivity computation.
| uniaxialMaterial matType? arg1? ... |
- Several uniaxial materials are available for DDM-based FE response sensitivity computation.
- SteelMP Material
- This command is used to construct a uniaxial Menegotto-Pinto steel material object.
- SmoothPSConcrete Material
- This command is used to construct a uniaxial smoothed Popovics-Saenz concrete material object.
- UniaxialJ2Plasticity Material
- This command is used to construct a uniaxial J2 Plasticity material object with isotropic and kinematic hardening.
- Hardening Material for Sensitivity
- This command is used to construct a uniaxial material object with combined linear kinematic and isotropic hardening.
- Concrete01 Material
- This command is used to construct a uniaxial Kent-Scott-Park concrete material object with degraded linear unloading/reloading stiffness according to the work of Karsan-Jirsa and no tensile strength (refer to http://peer.berkeley.edu).
- Steel01 Material for Sensitivity
- This command is used to construct a uniaxial bilinear steel material object with kinematic hardening and optional isotropic hardening described by a non-linear evolution equation (refer to http://peer.berkeley.edu).
- Elastic Uniaxial Material
- This command is used to construct a linear elastic uniaxial material object (with optional material damping).