BuildingTcl -- addMaterial: MaterialmodelLabel ConfinedConcrete: Difference between revisions
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;$Fc: Nominal Compressive Strength | ;$Fc: Nominal Compressive Strength | ||
;$MaterialDescription : Text. Optional, default = blank {} | ;$MaterialDescription : Text. Optional, default = blank {} | ||
;$rFc : Ratio of actual/maximum compressive strength to nominal cmopressive strength -- confinement effect. Optional, default = | ;$rFc : Ratio of actual/maximum compressive strength to nominal cmopressive strength -- confinement effect. Optional, default = '''1.3''' | ||
;$fFu : Ratio of residual strength to maximum strength -- confinement effect. Optional, default = 0.8 | ;$fFu : Ratio of residual strength to maximum strength -- confinement effect. Optional, default = '''0.8''' | ||
;$E : Elastic Modulus. Optional, default = 57000*$psi*(pow($rFc*$Fc/$psi) | ;$E : Elastic Modulus. Optional, default = 57000*$psi*(pow($rFc*$Fc/$psi) | ||
:The resultant value will be in the basic Force/Length/Length units. | :The resultant value will be in the basic Force/Length/Length units. | ||
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The addMaterial command must be placed at the end of each Material-data definition, as it takes all data defined since the last addMaterial command and define the Material. | The addMaterial command must be placed at the end of each Material-data definition, as it takes all data defined since the last addMaterial command and define the Material. | ||
This material is essentially the same as the UnconfinedConcrete material, with different default values for maximum-to-nominal and residual-to-nominal strength ratios. | |||
Revision as of 21:20, 2 November 2009
Commands
- addMaterialData MaterialLabel $MaterialLabel
- addMaterialData MaterialModelLabel Steel
- addMaterialData Fc $Fc
- <addMaterialData MaterialDescription $MaterialDescription >
- <addMaterialData rFc $rFc>
- <addMaterialData rFu $rFu>
- <addMaterialData E $E>
- <addMaterialData epsU $epsU>
- <addMaterialData lambda $lambda>
- <addMaterialData fT $fT>
- <addMaterialData Ets $Ets>
- <addMaterialData WeightDensity $WeightDensity>
- addMaterial
Arguments
- $MaterialLabel
- Unique Material Label for reference
- $Fc
- Nominal Compressive Strength
- $MaterialDescription
- Text. Optional, default = blank {}
- $rFc
- Ratio of actual/maximum compressive strength to nominal cmopressive strength -- confinement effect. Optional, default = 1.3
- $fFu
- Ratio of residual strength to maximum strength -- confinement effect. Optional, default = 0.8
- $E
- Elastic Modulus. Optional, default = 57000*$psi*(pow($rFc*$Fc/$psi)
- The resultant value will be in the basic Force/Length/Length units.
- $epsU
- Strain at residual strength. Optional, default = 0.040
- $lambda
- Ratio between unloading slope at epscu and initial slope. Optional, default = 0.1
- $fT
- Tensile strength. Optional, default = 0.1*$rFc*$Fc
- $Ets
- Tension softening stiffness (slope of the linear tension softening branch). Optional, default = $fT/0.002
- $WeightDensity
- Volumetric Weight Density of Material. Used to calculated section WeightDensity: sectionWeightDensity=$materialWeightDensity*SectionArea. Optional, default = 0.
- NOT IMPLEMENTED IN CURRENT VERSION
Notes
The addMaterial command must be placed at the end of each Material-data definition, as it takes all data defined since the last addMaterial command and define the Material. This material is essentially the same as the UnconfinedConcrete material, with different default values for maximum-to-nominal and residual-to-nominal strength ratios.
Options
OpenSees Object
This MaterialModel is based on the OpenSees Concrete02 Material -- Linear Tension Softening
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