[GiDlist] Entities - Array

[ascosta at portugalmail.pt]

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[escolano]

You don't need to save the information returned by [.central.s info conditions ...],
This information of condition values applied to entities is saved and restored by GiD when you save/read the model.

You only need to save the data that you manage at tcl level (the tcl variables that you want to restore and GiD can't provide)


When you do

.central.s info conditions PointLoad mesh

This information is returned as a tcl list (obtained from the internal GiD database), but is not saved anywhere if you don't store it in a tcl variable.

When you open the model, can ask GiD again about its internal data

set x [.central.s info conditions PointLoad mesh]


Enrique

----- Original Message -----
From: ascosta at portugalmail.pt
To: gidlist at gid.cimne.upc.es
Sent: Monday, February 06, 2006 5:51 PM
Subject: [GiDlist] Entities - Array


Hi GID team!

In my procedure:

proc SaveGIDProject {filespd} {
global DadosPoint DadosCrack rc_array DadosFunction DadosSurf
global ProblemTypePriv Tab Found_point totcrack totsurf outfunc

if {$rc_array!=""} {
#0
append rc_listP ""
append rc_listP [.central.s info conditions PointLoad mesh]
append rc_listP " "
append rc_listP [lindex $rc_array 0]
} else {
#0
set rc_listP [.central.s info conditions PointLoad mesh]
}

#1
set rc_listD [.central.s info conditions Displacement mesh]
#2
set rc_listF [.central.s info conditions FaceLoad mesh]
#3
set rc_listV [.central.s info conditions Initial_Velocity mesh]
#4
set rc_listBound [.central.s info conditions Boundary_Conditions mesh]
#5
set rc_listGNodes [.central.s info conditions Group_of_Nodes mesh]
#6
set rc_listElems [.central.s info conditions Group_of_Elements mesh]
#7
set rc_listElemType [.central.s info conditions element mesh]
#8
set rc_listLaxes [.central.s info conditions Localaxes mesh]
#9
set rc_listNodal [.central.s info conditions Nodalvalues mesh]
#10
set rc_listRigid [.central.s info conditions RigidBody mesh]
#11
set rc_listDummy [.central.s info conditions Dummy_elements mesh]

set fp [open $filespd w]
if {$fp!=""} {
puts $fp $rc_listP
puts $fp $rc_listD
puts $fp $rc_listF
puts $fp $rc_listV
puts $fp $rc_listBound
puts $fp $rc_listGNodes
puts $fp $rc_listElems
puts $fp $rc_listElemType
puts $fp $rc_listLaxes
puts $fp $rc_listNodal
puts $fp $rc_listRigid
puts $fp $rc_listDummy

#12
set rc_PDados ""
if {$DadosPoint!=""} {
set rc_PDados $DadosPoint
}
puts $fp $rc_PDados

#13
set rc_CDados ""
if {$rc_array!=""} {
if {$totcrack!=0} {
append rc_CDados ""
append rc_CDados $DadosCrack
} else {
append rc_CDados ""
append rc_CDados [lindex $rc_array 13]
}
} else {
if {$totcrack!=0} {
set rc_CDados ""
set rc_CDados $DadosCrack
}
}
puts $fp $rc_CDados

#14
set rc_FDados ""
if {$rc_array!=""} {
if {$outfunc!=0} {
foreach k $Tab {
lappend rc_FDados $ProblemTypePriv($k,func)
WarnWin "FDados $rc_FDados"
}
} else {
append rc_FDados ""
append rc_FDados [lindex $rc_array 14]
}
} else {
if {$outfunc!=0} {
foreach k $Tab {
WarnWin "Tabela $k"
lappend rc_FDados $ProblemTypePriv($k,func)
}
}
}
puts $fp $rc_FDados

#15
set rc_SDados ""
if {$rc_array!=""} {
if {$totsurf!=0} {
append rc_SDados ""
append rc_SDados $DadosSurf
} else {
append rc_SDados ""
append rc_SDados [lindex $rc_array 15]
}
} else {
if {$totsurf!=0} {
set rc_SDados ""
set rc_SDados $DadosSurf
}
}
puts $fp $rc_SDados
close $fp
}
set Found_point 0
}



I save all informations of conditions mesh.
How can i put this information in Entities, when i open the saved project?

When we do

.central.s info conditions PointLoad mesh

This information were saved in which array?
When i open the saved project i must know what nodes or elements are assigned for all conditions.

Best regards.
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[Willy S]

Hi GiD Team

1. I tried to export the .dxf mesh file from GiD but only boundary line is exported. How could we export all the mesh?

2. I would like to display the local axis in the post-processing on the shell surface as it is in Ramseries.. How would we calculate the Euler Angle in GiD option?

Regards.


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[escolano]

You can export in DXF only this elements: triangles, quadrilaterals and lines, for example using a template like XDFSAP2000.bas:

Menu: Files-Export-Using template .bas (only mesh)-DXFSAP2000

If you want to export geometric entities in DXF, can use the menu: Files-Export-DXF

About the local axes, Ramseries calculte its own local axes, and write them as vector results for postprocess.


Note: The GiD localaxes of GiD can be printed to the calculation file with this template commands:

a.. *LocalAxesDef. This command returns the nine numbers that define the transformation matrix of a vector from the local axes system to the global one.

Example:

*loop localaxes
*format "%10.4lg %10.4lg %10.4lg"
x'=*LocalAxesDef(1) *LocalAxesDef(4) *LocalAxesDef(7)
*format "%10.4lg %10.4lg %10.4lg"
y'=*LocalAxesDef(2) *LocalAxesDef(5) *LocalAxesDef(8)
*format "%10.4lg %10.4lg %10.4lg"
z'=*LocalAxesDef(3) *LocalAxesDef(6) *LocalAxesDef(9)
*end localaxes


a.. *LocalAxesDef(EulerAngles). Last command with option EulerAngles, returns three numbers that are the 3 Euler angles (radians) that define a local axes system.



Rotation of a vector expressed in terms of euler angles .

----- Original Message -----
From: Willy S
To: gidlist at gatxan.cimne.upc.edu
Sent: Thursday, February 09, 2006 4:58 AM
Subject: [GiDlist] DXF and Euler Angle


Hi GiD Team

1. I tried to export the .dxf mesh file from GiD but only boundary line is exported. How could we export all the mesh?

2. I would like to display the local axis in the post-processing on the shell surface as it is in Ramseries.. How would we calculate the Euler Angle in GiD option?

Regards.


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[ascosta at portugalmail.pt]

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