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





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).