Great, thank you. Could you clarify what are the 9 values that you associate 
with the element and with each node?

A.


-----Messaggio originale-----
Da: Christophe Geuzaine [mailto:cgeuza...@uliege.be] 
Inviato: giovedì 31 gennaio 2019 09:46
A: Alessandro Vicini
Cc: gmsh@onelab.info
Oggetto: Re: [Gmsh] Post-processing stress field



> On 31 Jan 2019, at 09:40, Alessandro Vicini <alessandro.vic...@sitael.com> 
> wrote:
> 
> 
> I would be grateful if you could post a similar MSH2 example for a 
> tetrahedron grid, with 1 data field assigned on nodes and another one 
> assigned on cell centers...
> 

Here we go:

$MeshFormat
2.0 0 8
$EndMeshFormat
$Nodes
4
1 0.0 0.0 0.0
2 0.1 0.0 0.0
3 0.1 0.1 0.0
4 0.0 0.0 0.1
$EndNodes
$Elements
1
1000 4  2 6 100  1 2 3 4
$EndElements
$ElementData
1
"stress field per element"
1
0.
3
0
9
1
1000  1 0 0 0 2 0 0 0 3
$EndElementData
$NodeData
1
"stress field per node"
1
0.
3
0
9
4
1  1 0 0 0 2 0 0 0 3
2  1 0.1 0.1 0.1 2 0.1 0.1 0.1 3
3  1 0.2 0.2 0.2 2 0.2 0.2 0.2 3
4  1 0.3 0.3 0.3 2 0.3 0.3 0.3 3
$EndNodeData



> A.
> 
> 
> -----Messaggio originale-----
> Da: gmsh [mailto:gmsh-boun...@ace20.montefiore.ulg.ac.be] Per conto di 
> Christophe Geuzaine
> Inviato: giovedì 31 gennaio 2019 09:37
> A: Max Orok
> Cc: gmsh@onelab.info; Gaetano Camarda
> Oggetto: Re: [Gmsh] Post-processing stress field
> 
> 
> 
>> On 30 Jan 2019, at 23:58, Max Orok <mo...@mevex.com> wrote:
>> 
>> Yes, the stresses belong in the $ElementData section for sure. 
>> I think to correctly display it, you'll need to create rows of element data 
>> with 10 entries - 1 for the element number and 9 for the stress tensor 
>> values:
>> 
>> 1 sigx sigxy sigxz sigxy sigy sigyz sigxz sigyz sigz
>> 
>> I don't know if copying and pasting this pattern in ElementData will work 
>> without some tweaks...
> 
> That's correct. Here is a simple MSH2 example with 2 quads, with values [1 0 
> 0, 2 0 0, 3 0 0] and [1 0.1 0.1, 0.1 2 0.1, 0.1 0.1 3]:
> 
> $MeshFormat
> 2.0 0 8
> $EndMeshFormat
> $Nodes
> 6
> 1 0.0 0.0 0.0
> 2 0.1 0.0 0.0
> 3 0.1 0.3 0.0
> 4 0.0 0.3 0.0
> 5 0.0 0.15 0.0
> 6 0.1 0.15 0.0
> $EndNodes
> $Elements
> 2
> 1000 3  2 6 100  1 2 6 5
> 1001 3  2 6 100  5 6 3 4
> $EndElements
> $ElementData
> 1
> "stress field per element"
> 1
> 0.
> 3
> 0
> 9
> 2
> 1000  1 0 0 0 2 0 0 0 3
> 1001  1 0.1 0.1 0.1 2 0.1 0.1 0.1 3
> $EndElementData
> 
> PS: the next release will improve the computation of the min/max for 
> tensor fields. (Currently the min/max is computed using the default 
> representation for tensors, i.e. Von-Mises. The next release will take 
> the tensor visualization mode into account when explicitly requesting 
> the calculation of min/max.)
> 
> Christophe
> 
> 
>> (there is an InterpolationScheme section that I don't quite understand). If 
>> it were me, I would add the data using the gmsh API and it will handle the 
>> output format how it likes. 
>> 
>> Sincerely,
>> Max
>> 
>> 
>> On Wed, Jan 30, 2019 at 2:42 PM Gaetano Camarda <gaetano...@live.it> wrote:
>> Thanks for your help, but I think I have not understood well. 
>> I have a mesh all brick (8 nodes) and my stress field matrix is composed 
>> this way:
>> 1 sigx sigy sigz sigxy sigyz sigxz
>>   ...     ....    .....    .....    ......    .....
>> 
>> In each row is express the stress state of the element, I think I have to 
>> copy this matrix into .msh file as $ElementData, but I do not unsterstand 
>> well the input format, is that right this way? 
>> 
>> 
>> Outlook per iOS
>> Da: Max Orok <mo...@mevex.com>
>> Inviato: martedì, gennaio 29, 2019 7:14 PM
>> A: Gaetano Camarda
>> Cc: gmsh@onelab.info
>> Oggetto: Re: [Gmsh] Post-processing stress field
>> 
>> Hello Gaetano,
>> 
>> Here is a short program to plot 3x3 tensor data using the C++ gmsh API (it 
>> shouldn't be too hard to port to Python or Julia if you're more comfortable 
>> there). It only plots data for one element, but can be extended for your 
>> case.
>> 
>> The "addModelData" call is expecting a vector of vectors with 9 entries each 
>> for this case.
>> I think the vector ordering corresponding to the matrix is like this: 
>> [elt11, elt12, elt13, elt21, elt22, ...]
>> 
>> I assume the stress matrix is symmetric and so only has 6 unique entries.
>> Therefore your vector entries will look like [x xy xz xy y yz xz yz 
>> z] The tricky part will be importing the data in a sensible way.
>> 
>> Perhaps you could parse a CSV using python and add entries to the data 
>> vector in a loop?
>> Please find attached the program as well as example input mesh and output 
>> mesh files.
>> 
>> 
>> 
>> <image.png>
>> 
>> Sincerely,
>> Max
>> 
>> On Tue, Jan 29, 2019 at 11:24 AM Gaetano Camarda <gaetano...@live.it> wrote:
>> Hello everyone,
>> 
>> I’m having some difficult on post processing a mesh I created.
>> 
>> I create a mesh on Gmsh all Hexa (so a brick with 8 nodes), i use 
>> this mesh and import it on Matlab,
>> 
>> there i run some analisys and find the stress matrix:
>> 
>> [sigx sigy sigz sigxy sigyz sigxz]
>> 
>> …..    …..    …..   …..    …..    …..
>> 
>> 
>> 
>> Now I would like to visualize the stress field on Gmsh, but I do not 
>> find any way to do so, I can export the matrix,
>> 
>> I tried to generete a *.pos file, but I didn’t find a solution.
>> 
>> 
>> 
>> Inviato da Posta per Windows 10
>> 
>> 
>> 
>> _______________________________________________
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>> 
>> --
>> Max Orok
>> Contractor
>> 
>> https://urlsand.esvalabs.com/?u=http%3A%2F%2Fwww.mevex.com&e=9895bfa0
>> &
>> h=21dbbfec&f=y&p=y
>> 
>> 
>> 
>> 
>> --
>> Max Orok
>> Contractor
>> 
>> https://urlsand.esvalabs.com/?u=http%3A%2F%2Fwww.mevex.com&e=9895bfa0
>> &
>> h=21dbbfec&f=y&p=y
>> 
>> 
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> 
> —
> Prof. Christophe Geuzaine
> University of Liege, Electrical Engineering and Computer Science  
> https://urlsand.esvalabs.com/?u=http%3A%2F%2Fwww.montefiore.ulg.ac.be%
> 2F~geuzaine&e=9895bfa0&h=408b631c&f=y&p=y
> 
> 
> 
> 
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—
Prof. Christophe Geuzaine
University of Liege, Electrical Engineering and Computer Science  
https://urlsand.esvalabs.com/?u=http%3A%2F%2Fwww.montefiore.ulg.ac.be%2F~geuzaine&e=9895bfa0&h=408b631c&f=y&p=y
 



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