DoddRestrepo: Difference between revisions

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(Created page with '{{CommandManualMenu}} This command is used to construct a Dodd-Restrepo steel material {| | style="background:yellow; color:black; width:800px" | '''uniaxialMaterial Dodd_Rest...')
 
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{|  
{|  
| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial Dodd_Restrepo $tag $Fy $Fsu $ESH $ESU $Youngs $ESHI $FSHI <$OmegaFac $Conv>'''
| style="background:yellow; color:black; width:800px" | '''uniaxialMaterial Dodd_Restrepo $tag $Fy $Fsu $ESH $ESU $Youngs $ESHI $FSHI <$OmegaFac>'''
|}
|}


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|  style="width:150px" | '''$matTag ''' || integer tag identifying material
|  style="width:150px" | '''$matTag ''' || integer tag identifying material
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|-
|  '''$Fy ''' || Yield Strength
|  '''$Fy ''' || Yield strength
|-
|-
|  '''$Fsu ''' || Stress at Peak Load
|  '''$Fsu ''' || Stress at peak load
|-
|-
|  '''$ESH ''' || Strain at initiaton of strain hardening
|  '''$ESH ''' || Strain at initiation of strain hardening
|-
|-
|  '''$ESU''' || Strain t Peak Load
|  '''$ESU''' || Strain at peak Load
|-    
|-    
|  '''$Youngs ''' || Modulus of Elasticity
|  '''$Youngs ''' || Modulus of elasticity
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|-
|  '''$ESHI ''' || Strain for a point on strain hardening curve
|  '''$ESHI ''' || Strain for a point on strain hardening curve
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|  '''$FSHI''' ||  Stress at point on strain hardening curve corresponding to ESHI
|  '''$FSHI''' ||  Stress at point on strain hardening curve corresponding to ESHI
|-
|-
|  '''$OmegaFac''' || Optional: Defauult = 1.0
|  '''$OmegaFac''' || Optional: Defauult = 1.0.  
|-
| '''$Conv''' || Optional: Default = 1.0; Conv Factor
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|-
|}
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Revision as of 18:42, 26 September 2011




This command is used to construct a Dodd-Restrepo steel material

uniaxialMaterial Dodd_Restrepo $tag $Fy $Fsu $ESH $ESU $Youngs $ESHI $FSHI <$OmegaFac>

$matTag integer tag identifying material
$Fy Yield strength
$Fsu Stress at peak load
$ESH Strain at initiation of strain hardening
$ESU Strain at peak Load
$Youngs Modulus of elasticity
$ESHI Strain for a point on strain hardening curve
$FSHI Stress at point on strain hardening curve corresponding to ESHI
$OmegaFac Optional: Defauult = 1.0.

Examples:


References:

Code Developed by : L.L. Dodd & J. Restrepo