code aster / astk / eficas help
- Matthew Bondy
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15 years 7 months ago #3488
by Matthew Bondy
code aster / astk / eficas help was created by Matthew Bondy
I am trying to do a 3D FEA of stress/deformation in a block with a hole (jml tutorial #1) without using the wizards in salome. I have been unable to get a result file and I have a few fundamental issues.
When I create mesh groups do I use groups of faces or groups of nodes for applying boundary conditions? I figured I would try each one and then both (didnt work) but this seems to indicate that this is not my only problem.
What is ASJOB? Every job comes up with PEND. If I select 'Actualiser' (Update?) I get COPY ERROR. What does this mean?
Thanks in advance,
- Matt Bondy
When I create mesh groups do I use groups of faces or groups of nodes for applying boundary conditions? I figured I would try each one and then both (didnt work) but this seems to indicate that this is not my only problem.
What is ASJOB? Every job comes up with PEND. If I select 'Actualiser' (Update?) I get COPY ERROR. What does this mean?
Thanks in advance,
- Matt Bondy
- kwou
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15 years 7 months ago #3489
by kwou
Interest: structural mechanics, solar energy (picture at 'my location' shows too little pv panels)
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kind regards - kees
Replied by kwou on topic Re:code aster / astk / eficas help
Hoi Matthew
Copying results
copying .../fort.9 [ OK ]
copying .../fort.6 [ OK ]
....
<A>_ALARM Code_Aster run ended.
Instead of [ ok ] you get [ failed] and the indicated fort.xx file number. Correct that in ASTK, ie define your file there.
Otherwise, upload your files here (comm, med, astk, export, mess, oxxxx), so we can have a look.
kind regards - kees<br /><br />Post edited by: Kees Wouters, at: 2009/10/02 12:23
Yes, you normally use either or both faces or nodes to apply boundary conditions and forces.When I create mesh groups do I use groups of faces or groups of nodes for applying boundary conditions? I figured I would try each one and then both (didnt work) but this seems to indicate that this is not my only problem.
COPY ERROR may indicate that you didnot define an in- or output file. Have a look at the mess file or in the flasheur directory in the <name>.oxxxxx file and look forWhat is ASJOB? Every job comes up with PEND. If I select 'Actualiser' (Update?) I get COPY ERROR. What does this mean?
Copying results
copying .../fort.9 [ OK ]
copying .../fort.6 [ OK ]
....
<A>_ALARM Code_Aster run ended.
Instead of [ ok ] you get [ failed] and the indicated fort.xx file number. Correct that in ASTK, ie define your file there.
Otherwise, upload your files here (comm, med, astk, export, mess, oxxxx), so we can have a look.
kind regards - kees<br /><br />Post edited by: Kees Wouters, at: 2009/10/02 12:23
Interest: structural mechanics, solar energy (picture at 'my location' shows too little pv panels)
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kind regards - kees
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15 years 7 months ago #3490
by Matthew Bondy
Replied by Matthew Bondy on topic Re:code aster / astk / eficas help
Thanks for the assistance. I went through the .mess file which contained a wealth of information. I named my mesh groups +x,+y,+z,-x,-y,-z,+xf,+yf,etc where f denoted groups of faces. It looks like +/- signs cannot be used when naming groups.
Just out of curiosity does Aster allow one to specify linear displacements and pure rotations on boundaries separately?
Thanks again,
- Matt Bondy<br /><br />Post edited by: Matthew Bondy, at: 2009/10/03 18:51
Just out of curiosity does Aster allow one to specify linear displacements and pure rotations on boundaries separately?
Thanks again,
- Matt Bondy<br /><br />Post edited by: Matthew Bondy, at: 2009/10/03 18:51
- johannes ackva
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15 years 7 months ago #3495
by johannes ackva
Replied by johannes ackva on topic Re:code aster / astk / eficas help
Hi Matthew
It depends on the Aster-command if a GROUP_MA (group of elm) or GROUP_NO (group of nodes) as input is needed. Very often both options are possible (You have the choice). Then it is generally more versatily to work with GROUP_MA. The nodes used by Code-Aster are all nodes attached to the elm contained in this GROUP_MA.
Of course yes. The command for applying lin displ and/or rotations is such a command which gives You the choice to input GROUP_MA or GROUP_NO. And You can combine any components of DX, DY, DZ, DRX, DRY, DRZ seperatly.
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_NO='gr_no',DRX=1.0,DRY=2.0, etc
or
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_MA='gr_elm',DX=1.,DY=2.,DZ=0.
or, fixing the nodes in all degrees of freedom:
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_MA='gr_elm',LIAISON='ENCASTRE',
Attention: when applying rotations (DRX, DRY, DRZ) You must be shure that Your elements (elm types assigned be AFFE_MODELE) have these components at their nodes. You do not have to care about this if You use
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_MA='gr_elm',LIAISON='ENCASTRE',
which simply fixes all components contained by the nodes to zero.
I wish You good success
Regards,<br /><br />Post edited by: johannes ackva, at: 2009/10/05 11:27
When I create mesh groups do I use groups of faces or groups of nodes for applying boundary conditions?
It depends on the Aster-command if a GROUP_MA (group of elm) or GROUP_NO (group of nodes) as input is needed. Very often both options are possible (You have the choice). Then it is generally more versatily to work with GROUP_MA. The nodes used by Code-Aster are all nodes attached to the elm contained in this GROUP_MA.
does Aster allow one to specify linear displacements and pure rotations on boundaries separately?
Of course yes. The command for applying lin displ and/or rotations is such a command which gives You the choice to input GROUP_MA or GROUP_NO. And You can combine any components of DX, DY, DZ, DRX, DRY, DRZ seperatly.
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_NO='gr_no',DRX=1.0,DRY=2.0, etc
or
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_MA='gr_elm',DX=1.,DY=2.,DZ=0.
or, fixing the nodes in all degrees of freedom:
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_MA='gr_elm',LIAISON='ENCASTRE',
Attention: when applying rotations (DRX, DRY, DRZ) You must be shure that Your elements (elm types assigned be AFFE_MODELE) have these components at their nodes. You do not have to care about this if You use
AFFE_CHAR_MECA(DDL_IMPO=_F(GROUP_MA='gr_elm',LIAISON='ENCASTRE',
which simply fixes all components contained by the nodes to zero.
Do not use special caracters for names of groups (or any other concepts) in Code-Aster.I named my mesh groups +x,+y,+z,-x,-y,-z,+xf,+yf
I wish You good success
Regards,<br /><br />Post edited by: johannes ackva, at: 2009/10/05 11:27
- Matthew Bondy
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15 years 7 months ago #3500
by Matthew Bondy
Replied by Matthew Bondy on topic Re:code aster / astk / eficas help
Thanks for the advice and assistance.
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