Hello, I am trying to simulate a birdstrike using Patran as my preprocessor. At the time of creating an ALE coupling between the surface and the bird. What are the parameters which have to be used (surface, 3d elements, etc) in order to fullfill the coupling? Can somebody please explain step by step what should be done?
Our results are broken up into different element types.
So if you have shell elements (or defined beam sections with integration points) you request results for Sublayer variables. The default is for the 3 layers: inner, mid and outer. If you have a composite part you need to specify all layers manually, e.g. : 1,2,3,4,5,6
Usually for metallics outputting effective stress and strain (von mises) is good enough, but if you have failure model, then you also need to request the FAIL output to hide the failed elements in the output.
For composites we typically also want the full stress tensor values to check specific directions.
For solids we use the Lagrangian output and same rules as above apply (esp FAIL).
For fluids, the Eulerian Solids is the one and typically VEL, PRESS and what else is of interest (DENSITY, SIE etc). But very important to also have FMAT and/or FMATPLT for the fraction of material. Please see the following SimCompanion article for the difference: KB8022354 (had issue adding the link)
If you have more than one Euler material, you can append the specific material output with the material ID in the dat file, e.g. FMATPLT1 FMATPLT3 SIE1 SIE3 etc
The last ARC results that could be important if you want to show deformation in Paraview. Unlike Patran, Paraview does not automatically calculate the deformation from node displacements between outputs. For this you need to request an ARC output for GRIDS for all structural nodes.
The other outputs are also really important for quick debugging and model understanding. This is the THS outputs. You can look at these in Dytran Explorer during the analysis to see if all is well.
I typically always have:
Material summaries for all materials and all varaibles available.
Rigid body forces and displacements.
Coupling surface force results (overall force from fluid onto structure - perfect for birdstrike) .
Surface result (coupling surface totals of fluid associated with it: e.g. mass, momentum, energy - good to track total mass of bird that penetrates vs deflects if you have multiple coupling surfaces).
The main conclusion is the more the better! Once you get a feel you will see what else you want to add (Fluid markers, Euler boundary, contact results, beam fastener results etc).
Our results are broken up into different element types.
So if you have shell elements (or defined beam sections with integration points) you request results for Sublayer variables. The default is for the 3 layers: inner, mid and outer. If you have a composite part you need to specify all layers manually, e.g. : 1,2,3,4,5,6
Usually for metallics outputting effective stress and strain (von mises) is good enough, but if you have failure model, then you also need to request the FAIL output to hide the failed elements in the output.
For composites we typically also want the full stress tensor values to check specific directions.
For solids we use the Lagrangian output and same rules as above apply (esp FAIL).
For fluids, the Eulerian Solids is the one and typically VEL, PRESS and what else is of interest (DENSITY, SIE etc). But very important to also have FMAT and/or FMATPLT for the fraction of material. Please see the following SimCompanion article for the difference: KB8022354 (had issue adding the link)
If you have more than one Euler material, you can append the specific material output with the material ID in the dat file, e.g. FMATPLT1 FMATPLT3 SIE1 SIE3 etc
The last ARC results that could be important if you want to show deformation in Paraview. Unlike Patran, Paraview does not automatically calculate the deformation from node displacements between outputs. For this you need to request an ARC output for GRIDS for all structural nodes.
The other outputs are also really important for quick debugging and model understanding. This is the THS outputs. You can look at these in Dytran Explorer during the analysis to see if all is well.
I typically always have:
Material summaries for all materials and all varaibles available.
Rigid body forces and displacements.
Coupling surface force results (overall force from fluid onto structure - perfect for birdstrike) .
Surface result (coupling surface totals of fluid associated with it: e.g. mass, momentum, energy - good to track total mass of bird that penetrates vs deflects if you have multiple coupling surfaces).
The main conclusion is the more the better! Once you get a feel you will see what else you want to add (Fluid markers, Euler boundary, contact results, beam fastener results etc).