the problem of BarSlip material application

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cvjchuang
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the problem of BarSlip material application

Post by cvjchuang »

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!
Dennis
Structural Engineering
silvia
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Post by silvia »

in your input do you go to the next line?

when it says Want:uniaxialMaterial BarSlip tag? fc? fy? ......
did you count those elements?
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
cvjchuang
Posts: 24
Joined: Fri Feb 27, 2009 12:53 am
Location: South China University of Techonology
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Post by cvjchuang »

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?
Dennis
Structural Engineering
silvia
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Post by silvia »

i'll look into it.
it is a contributed material, so i don't know much about it, yet.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
cvjchuang
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Post by cvjchuang »

Dear silver
i have a question to ask you! In BarSlip material,the "$ld"
arguments represents what? Is it represents the bars' anchorage length?
Dennis
Structural Engineering
silvia
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Post by silvia »

the user manual has all that information.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
cvjchuang
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Joined: Fri Feb 27, 2009 12:53 am
Location: South China University of Techonology
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Post by cvjchuang »

but,I don't clearly understand what's the $ld mean.
is it represents bars' slip length in fy?
Dennis
Structural Engineering
silvia
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Post by silvia »

"floating point value defining the development length of the reinforcing steel"


it is the embedment length.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
crazydiamond
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Joined: Wed Oct 08, 2008 6:50 am
Location: University of Catania

Re: the problem of BarSlip material application

Post by crazydiamond »

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
sadaf_rkh
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Re: the problem of BarSlip material application

Post by sadaf_rkh »

is it necessary that the unit we define in the uniaxialMaterial BarSlip code similar to the codes we wrote before?
vesna
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Re: the problem of BarSlip material application

Post by vesna »

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.
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