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DYNA_LINE_TRAN /DYNA_TRAN_MODAL help

  • Kyle Moon
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15 years 9 months ago #3321 by Kyle Moon
DYNA_LINE_TRAN /DYNA_TRAN_MODAL help was created by Kyle Moon
hi

I am trying to model the free vibration of a cantilever plate using DYNA_TRAN_MODAL and DYNA_LINE_TRAN but with no success.
I am using CAElinux 2009 and salome. i have tried to set it up from the tramplates that come with it but i get a copy error ( say it can't copy the results file)

It would be really helpful if someone can post a .comm file that works or even better post a whole salome project that works, and then i can modify it to my needs.

thanks and hope to hear from someone soon.<br /><br />Post edited by: Kyle Moon, at: 2009/08/07 15:30
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15 years 9 months ago #3327 by kwou
Replied by kwou on topic Re:DYNA_LINE_TRAN /DYNA_TRAN_MODAL help
Hi Kyle

you can eg use this:
www.caelinux.org/wiki/images/a/aa/Kw_kop.zip
www.caelinux.org/wiki/images/b/b3/Fea_plate1by1.zip

and for more information about this:
www.caelinux.org/wiki/index.php/Contrib:...outers/platedynamics,
www.caelinux.org/wiki/index.php/Contrib:KeesWouters/partition (and all your remarks are welcome here).

or post your geometry, mesh, comm and/or astk file.
But the copy error might be a configuration error of ssh. To check this we need your mess file.

Kind regards - kees

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 #3450 by Kyle Moon
Replied by Kyle Moon on topic Re:DYNA_LINE_TRAN /DYNA_TRAN_MODAL help
hi
thanks Kees for your help and also your contributions on the wiki they have been very helpfull.

I am having another problem now.
Because I am trying to do a free vibration simulation, i need to apply the initial displacement or force (preferably the force) to the mesh and then the force needs to be 0 for the first time step.

I have attached my .comm file that i am planning on using. It would be great if you could look at it and give your comments on what i have done.

If you have forgotten what i am trying to model. it is a free vibration of a cantilever plate (0.2X0.45X0.003 m). clamped at one of the 0.2m ends and a 20N(2 kg weight) at the other. the weight is then remove and allowed to vibrate freely<br /><br />Post edited by: Kyle Moon, at: 2009/09/16 12:57
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15 years 7 months ago #3451 by Kyle Moon
Replied by Kyle Moon on topic Re:DYNA_LINE_TRAN /DYNA_TRAN_MODAL help
the file didn't want to upload so here it is:
DEBUT();

meshin=LIRE_MAILLAGE(UNITE=20,
FORMAT='MED',);

mod=AFFE_MODELE(MAILLAGE=meshin,
AFFE=_F(TOUT='OUI',
PHENOMENE='MECANIQUE',
MODELISATION='3D',),);

steel=DEFI_MATERIAU(ELAS=_F(E=2.100e11,
NU=0.3,
RHO=7800,),);

mater=AFFE_MATERIAU(MAILLAGE=meshin,
AFFE=_F(TOUT='OUI',
MATER=steel,),);

loadbc=AFFE_CHAR_MECA(MODELE=mod,
DDL_IMPO=_F(TOUT='OUI',
GROUP_MA='fix',
DX=0,
DY=0,
DZ=0,),);

MACRO_MATR_ASSE(MODELE=mod,
CHAM_MATER=mater,
CHARGE=loadbc,
NUME_DDL=CO('NUMEDDL'),
MATR_ASSE=(_F(MATRICE=CO('RIGIDITE'),
OPTION='RIGI_MECA',),
_F(MATRICE=CO('MASSE'),
OPTION='MASS_MECA',),
_F(MATRICE=CO('AMORE'),
OPTION='AMOR_MECA',),),);

trans=DYNA_LINE_TRAN(MODELE=mod,
CHAM_MATER=mater,
MATR_MASS=MASSE,
MATR_RIGI=RIGIDITE,
MATR_AMOR=AMORE,
NEWMARK=_F(ALPHA=0.25,
DELTA=0.5,),
INCREMENT=_F(PAS=0.001,
INST_INIT=0,
INST_FIN=10.00,),);

IMPR_RESU(FORMAT='MED',
UNITE=21,
RESU=_F(MAILLAGE=meshin,
RESULTAT=trans,),);

FIN();
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15 years 7 months ago #3461 by kwou
Replied by kwou on topic Re:DYNA_LINE_TRAN /DYNA_TRAN_MODAL help
Hi Kyle

If you use the load of 20N as the excitation, or removing the 20 N, I guess you have to add EXCIT to the dyna_line_tran command

....
EXCIT =_F (CHARGE = chi,
FONC_MULT = fi,),

where the FONC_MULT may depend on time and first load the the 20 N and then remove this load.

I have added a part in the wiki which calculates a loading of the force after a short period of no load. It is not exactly what you want, but it may point you in the right direction. (In fact your question is more difficult because you have to apply the load first, probably by initial conditions on the structure.)

kind regards - kees<br /><br />Post edited by: Kees Wouters, at: 2009/09/19 10:24

Interest: structural mechanics, solar energy (picture at 'my location' shows too little pv panels)

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15 years 7 months ago #3470 by Kyle Moon
Replied by Kyle Moon on topic Re:DYNA_LINE_TRAN /DYNA_TRAN_MODAL help
Hi

Thanks kees i got it working:woohoo: i will upload the .comm file later (currently on vista).
Now I need to know how to pull the results out for on node, not all of them, like it does on salome or gmsh. I need this so that I can compare the simulated results to the experimental results that I got from a laser vibrometer. The idea is to compare the results from one point that the laser recorded to a node as close a possible to the same place from the simulation.

Any help regarding this will be much appreciated.

Thanks

Kyle
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