[GiDlist] Representing list of number

[Calogero Fontana]

Dear GiD Team,
I should represent a list of value with the command contour fill,
can I normalize them with the max value and calculate the log by GiD?
If so, how can I do this?

i.e.: values are:
1 log(1/4)
2 and I want to represent == log(2/4)
3 log(3/4)
4 log(4/ 4)
Best regards,
Calogero
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[Enrique Escolano]

At this moment must write a postprocess file with this log(x/Max(x)) result.
For future versions is planned to be available in postprocess to create a new result as a mathematical combination of other results.

Enrique Escolano
----- Original Message -----
From: Calogero Fontana
To: gidlist at gatxan.cimne.upc.es
Sent: Thursday, September 11, 2003 12:23 PM
Subject: [GiDlist] Representing list of number


Dear GiD Team,
I should represent a list of value with the command contour fill,
can I normalize them with the max value and calculate the log by GiD?
If so, how can I do this?

i.e.: values are:
1 log(1/4)
2 and I want to represent == log(2/4)
3 log(3/4)
4 log(4/ 4)
Best regards,
Calogero
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[Miguel A. de Riera Pasenau]

What you can use is the 'Contour ranges' option,
which allows you to enter the legend string's of each range.

description:
http://gid/support/gid_14.subst#SEC189

result's file specification:
http://gid/support/gid_16.subst#SEC242
http://gid/support/gid_16.subst#SEC243

example (also attached):
http://gid/support/gid_16.subst#SEC239
http://gid/support/gid_16.subst#SEC244

View Results-Contour ranges-Desplacements-|Desplacements|

miguel

Calogero Fontana wrote:

Dear GiD Team,
I should represent a list of value with the command contour fill,
can I normalize them with the max value and calculate the log by GiD?
If so, how can I do this?

i.e.: values are:
1 log(1/4)
2 and I want to represent == log(2/4)
3 log(3/4)
4 log(4/ 4)
Best regards,
Calogero

--
--------------------------------------------------------------------------------
Miguel A. Pasenau de Riera 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
Natural 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