Attached to your mail i coulnd’t find any example files, just a ‘winmail.dat’.
I send you the examples ‘mesa.msh’ and ‘mesa.res’ described here
http://gid.cimne.upc.es/support/gid_16.html#SEC230
you can find them also at
ftp://gid.cimne.upc.es/pub/gid/Examples
best regards
miguel
Ricardo Resende wrote:
Thank you for your time.
I had already downloaded the reference manual and the user’s guide and tried
to follow the examples but with no success.
I’ll send you a small example I’ve been using to try to understand what I’m
doing wrong (p.flavia.res and p.flavia.msh).
I’m also sending a set of files that have what I’m really working on. The
first set (deslocamentos.flavia.res and deslocamentos.flavia.msh) have the
mesh of a very simple dam and the displacements given on the nodes. I can
import it with no problems in the format it’s now using OPEN in the
POSTPROCESS.
The other set is the same mesh (jusante.flavia.msh) and the
jusante.flavia.res file that contains the Sxx, Syy and Sxy stress’s in the
centre off the element. I can’t visualize this in GID, as it doesn’t
recognizes some of the instruction lines in the .res file that should tell
GID to read these values in a Gauss Point in the centre off the element.
I’ve separated these results (deslocamentos and jusante) that refer to the
same mesh in order to try to keep it simpler.
The mistake is probably something obvious and simple but I’ve looked at it
for so much time that I think I’m in a “no exit street”!!!
Thank you again for you time
Ricardo Resende
\
Miguel A. de Riera Pasenau miguel at cimne.upc.es http://gid.cimne.upc.es
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#mesh of a table
MESH “board” dimension 3 ElemType Triangle Nnode 3
Coordinates
node number coordinate_x coordinate_y coordinate_z
1 -5 3 -3
2 -5 3 0
3 -5 0 0
4 -2 2 0
5 -1.66667 3 0
6 -5 -3 -3
7 -2 -2 0
8 0 0 0
9 -5 -3 0
10 1.66667 3 0
11 -1.66667 -3 0
12 2 2 0
13 2 -2 0
14 1.66667 -3 0
15 5 3 -3
16 5 3 0
17 5 0 0
18 5 -3 -3
19 5 -3 0
end coordinates
#we put both material in the same MESH,
#but they could be separated into two MESH
Elements
element node_1 node_2 node_3 material_number
5 19 17 13 3
6 3 9 7 3
7 2 3 4 3
8 17 16 12 3
9 12 16 10 3
10 12 10 4 3
11 7 9 11 3
12 7 11 13 3
13 2 4 5 3
14 5 4 10 3
15 19 13 14 3
16 14 13 11 3
17 3 7 4 3
18 17 12 13 3
19 13 12 8 4
20 13 8 7 4
21 7 8 4 4
22 4 8 12 4
end elements
MESH dimension 3 ElemType Linear Nnode 2
Coordinates
#no coordinates then they are already in the first MESH
end coordinates
Elements
element node_1 node_2 material_number
1 9 6 5
2 19 18 5
3 16 15 5
4 2 1 5
end elements
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GiD Post Results File 1.0
GaussPoints “Board gauss internal” ElemType Triangle “board”
Number Of Gauss Points: 3
Natural Coordinates: internal
end gausspoints
GaussPoints “Board gauss given” ElemType Triangle “board”
Number Of Gauss Points: 3
Natural Coordinates: Given
0.2 0.2
0.6 0.2
0.2 0.6
End gausspoints
GaussPoints “Board elements” ElemType Triangle “board”
Number Of Gauss Points: 1
Natural Coordinates: internal
end gausspoints
GaussPoints “Legs gauss points” ElemType Linear
Number Of Gauss Points: 5
Nodes included
Ntural Coordinates: Internal
End Gausspoints
ResultRangesTable “Mi tabla”
el ultimo rango es min = res = max
- 0.3: “Poco”
0.3 - 0.9: “Normal”
0.9 - 1.2: “Mucho”
End ResultRangesTable
Result “Gauss element” “Load Analysis” 1 Scalar OnGaussPoints “Board elements”
Values
5 0.00000E+00
6 0.20855E-04
7 0.35517E-04
8 0.46098E-04
9 0.54377E-04
10 0.60728E-04
11 0.65328E-04
12 0.68332E-04
13 0.69931E-04
14 0.70425E-04
15 0.70452E-04
16 0.51224E-04
17 0.32917E-04
18 0.15190E-04
19 -0.32415E-05
20 -0.22903E-04
21 -0.22919E-04
22 -0.22283E-04
End Values
Result “Displacements” “Load Analysis” 1 Vector OnNodes
ResultRangesTable “Mi tabla”
ComponentNames “X-DESPL”, “Y-DESPL”, “Z-DESPL”
Values
1 0.0 0.0 0.0
2 -0.1 0.1 0.5
3 0.0 0.0 0.8
4 -0.04 0.04 1.0
5 -0.05 0.05 0.7
6 0.0 0.0 0.0
7 -0.04 -0.04 1.0
8 0.0 0.0 1.2
9 -0.1 -0.1 0.5
10 0.05 0.05 0.7
11 -0.05 -0.05 0.7
12 0.04 0.04 1.0
13 0.04 -0.04 1.0
14 0.05 -0.05 0.7
15 0.0 0.0 0.0
16 0.1 0.1 0.5
17 0.0 0.0 0.8
18 0.0 0.0 0.0
19 0.1 -0.1 0.5
End Values
Result “Gauss displacements” “Load Analysis” 1 Vector OnGaussPoints “Board gauss given”
Values
5 0.1 -0.1 0.5
0.0 0.0 0.8
0.04 -0.04 1.0
6 0.0 0.0 0.8
-0.1 -0.1 0.5
-0.04 -0.04 1.0
7 -0.1 0.1 0.5
0.0 0.0 0.8
-0.04 0.04 1.0
8 0.0 0.0 0.8
0.1 0.1 0.5
0.04 0.04 1.0
9 0.04 0.04 1.0
0.1 0.1 0.5
0.05 0.05 0.7
10 0.04 0.04 1.0
0.05 0.05 0.7
-0.04 0.04 1.0
11 -0.04 -0.04 1.0
-0.1 -0.1 0.5
-0.05 -0.05 0.7
12 -0.04 -0.04 1.0
-0.05 -0.05 0.7
0.04 -0.04 1.0
13 -0.1 0.1 0.5
-0.04 0.04 1.0
-0.05 0.05 0.7
14 -0.05 0.05 0.7
-0.04 0.04 1.0
0.05 0.05 0.7
15 0.1 -0.1 0.5
0.04 -0.04 1.0
0.05 -0.05 0.7
16 0.05 -0.05 0.7
0.04 -0.04 1.0
-0.05 -0.05 0.7
17 0.0 0.0 0.8
-0.04 -0.04 1.0
-0.04 0.04 1.0
18 0.0 0.0 0.8
0.04 0.04 1.0
0.04 -0.04 1.0
19 0.04 -0.04 1.0
0.04 0.04 1.0
0.0 0.0 1.2
20 0.04 -0.04 1.0
0.0 0.0 1.2
-0.04 -0.04 1.0
21 -0.04 -0.04 1.0
0.0 0.0 1.2
-0.04 0.04 1.0
22 -0.04 0.04 1.0
0.0 0.0 1.2
0.04 0.04 1.0
End Values
Result “Legs gauss displacements” “Load Analysis” 1 Vector OnGaussPoints “Legs gauss points”
Values
1 -0.1 -0.1 0.5
-0.2 -0.2 0.375
-0.05 -0.05 0.25
0.2 0.2 0.125
0.0 0.0 0.0
2 0.1 -0.1 0.5
0.2 -0.2 0.375
0.05 -0.05 0.25
-0.2 0.2 0.125
0.0 0.0 0.0
3 0.1 0.1 0.5
0.2 0.2 0.375
0.05 0.05 0.25
-0.2 -0.2 0.125
0.0 0.0 0.0
4 -0.1 0.1 0.5
-0.2 0.2 0.375
-0.05 0.05 0.25
0.2 -0.2 0.125
0.0 0.0 0.0
End Values
