the problem of BarSlip material application
Moderators: silvia, selimgunay, Moderators
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- Posts: 24
- Joined: Fri Feb 27, 2009 12:53 am
- Location: South China University of Techonology
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the problem of BarSlip material application
Dear All
i am using BarSlip material to simulating bon-slip effect of steel at the botton of column.
the material script is following:
uniaxialMaterial BarSlip 5 31.8 380 1.8e+5 577.3 1.8e+3 14 250 6 150 300 1 "Strong" "column" "Damage" "MPa"
but when i was running the opensees show that :
Warning:insufficient arguments
uniaxialMaterial BarSlip 5 31.8 380 1.8e+5 577.3 1.8e+3 14 250 6 150 300 1 "Strong" "column" "Damage" "MPa"
Want:uniaxialMaterial BarSlip tag? fc? fy? ......
whether is this material have problem?
thanks for all reply!
i am using BarSlip material to simulating bon-slip effect of steel at the botton of column.
the material script is following:
uniaxialMaterial BarSlip 5 31.8 380 1.8e+5 577.3 1.8e+3 14 250 6 150 300 1 "Strong" "column" "Damage" "MPa"
but when i was running the opensees show that :
Warning:insufficient arguments
uniaxialMaterial BarSlip 5 31.8 380 1.8e+5 577.3 1.8e+3 14 250 6 150 300 1 "Strong" "column" "Damage" "MPa"
Want:uniaxialMaterial BarSlip tag? fc? fy? ......
whether is this material have problem?
thanks for all reply!
Dennis
Structural Engineering
Structural Engineering
-
- Posts: 24
- Joined: Fri Feb 27, 2009 12:53 am
- Location: South China University of Techonology
- Contact:
Dear Silvia
Thanks for your reply!
now ,i have modifed BarSlip material arguments that as follows:
uniaxialMaterial BarSlip 5 31.8 380 180000 577.3 1800.0 14.0 250.0 6 150.0 300.0 Strong column
Comparising with earlier puts form,i cancel three arguments :$ancLratio,$damage and $unit.
the results that procedures can run perfectly.
so is the software procedures have problem?
Thanks for your reply!
now ,i have modifed BarSlip material arguments that as follows:
uniaxialMaterial BarSlip 5 31.8 380 180000 577.3 1800.0 14.0 250.0 6 150.0 300.0 Strong column
Comparising with earlier puts form,i cancel three arguments :$ancLratio,$damage and $unit.
the results that procedures can run perfectly.
so is the software procedures have problem?
Dennis
Structural Engineering
Structural Engineering
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- Posts: 1
- Joined: Wed Oct 08, 2008 6:50 am
- Location: University of Catania
Re: the problem of BarSlip material application
I searched in the source code and the correct string are: damage1 or damage2 or nodamage.
i tried it and it work!!
damage1 for linear damage
damage2 for logarithmic damage
i tried it and it work!!
damage1 for linear damage
damage2 for logarithmic damage
Re: the problem of BarSlip material application
is it necessary that the unit we define in the uniaxialMaterial BarSlip code similar to the codes we wrote before?
Re: the problem of BarSlip material application
For the same model you need to use the same units everywhere. For example, if you defined the barslip material in "ksi" then the rest of your model needs to use the same basic units: kip, in.