TAGGED: ansys-mapdl, menetrey-william
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March 26, 2024 at 8:10 am
Rommel Jr. Landicho
SubscriberHi! I am trying to model a reinforced concrete beam using Menetrey Willam Concrete. I am trying to insert the mechanical apdl command snippet under the concrete in geometry tree but this error keeps showing "An unknown error occurred during solution. Â Check the Solver Output on the Solution Information object for possible causes." and does not show any output.Â
Â
Here is the command:
/PREP7
! ELASTIC CONSTANTS
MP,EX,1,3.0E9Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â ! 3 GPa and 0.2 poisson
MP,NUXY,1,0.2TB,CONCR,1,,,MW
TBDATA,1,40E6,6E6,46.4E6Â Â Â !40 MPa compressive, 6 MPa tensile, 46.4 MPa biaxial
TB,CONCR,1,,,DILA
TBDATA,1,9Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â Â !9 dilatancy angleÂTB,CONCR,1,,,HSD6
TBDATA,1,0.001104,0.0035,0.3,0.3,0.01,0.05 !Linear softening parameters! Helps with convergence
TB,CONCR,matid,,,MSOL
TBDATA,1,2,1,1e-3,100,10,1e-20Â! Command for open and closed cracks, crushing and cracking of concrete
TBDE,CONCR,1,,, Â
TB,CONCR,1,1,9, Â
TBTEMP,0
TBDATA,,0.3,0.8,6,-1,, Â
TBDATA,,,,,,,ÂThe reason why I am inserting the command snippet for input parameters of Menetrey Willam instead of just typing in the Engineering Data is that I want to include an APDL command for closed and open crack of concrete, cracking and crushing as shown below.Â
TBDE,CONC,1,,, Â
TB,CONC,1,1,9, Â
TBTEMP,0
TBDATA,,0.3,0.8,6,-1,, Â
TBDATA,,,,,,, Â ÂI realized that when I input this alone, it overrides all the input parameters I typed in the Engineering Data so I concluded that the input parameters should also be in the command snippet.Â
What should I do with the command snippet so that it will work?Â
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March 27, 2024 at 11:07 am
Ashish Khemka
Forum ModeratorHi,
Please see if the following posts help:
[Concrete model] Menetrey-Willam model, Softening behavior (ansys.com)
How to correctly implement Menetrey- Willam or Drucker Preger model For concrete. (ansys.com)
Regards,
Ashish Khemka
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- The topic ‘Command for Menetrey Willam input parameters’ is closed to new replies.
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