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Simple question on cylindrical support [solved]

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14 years 11 months ago #4461 by Claus
Replied by Claus on topic Re:Simple question on cylindrical support
theCapitain wrote:

Hi Calus,
you are right, that's the case, I have to impose the displacement and imposing dx=0 and dy=0 results in preventing shaft's rotation.
Linking the cylindrical surface to a single node is an excellent solution that, among other things, doesn't stiffen the shaft on the bending plane (so you are that Claus huh? Congratulations men!).
Anyway, while I was trying to solve the problem reading the documentation (with extreme difficulties: my French is very basic) I've found a way similar to which I was thinking when I started this topic:

char=AFFE_CHAR_MECA(MODELE=mode,
FACE_IMPO=_F(GROUP_MA=bearing,
DNOR=0.0,),),);

so the tangential DOF of the surface's nodes (DTAN) should be free. Am I right?


It works for this particular case that I've made an image of. I am wondering if it works as well when a bit o' torsion is introduced. Let me know - I can't be bothered to try that right now ;)
Be aware that you should have a fairly smooth cylindrical surface (very unlike the coarse mesh I just tested with), otherwise you'll have warnings about too big of an angle between the surfaces etc.

[img]<br /><br />Post edited by: Claus, at: 2010/07/22 11:48

Code_Aster release : STA11.4 on OpenSUSE 12.3 64 bits - EDF/Intel version
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14 years 11 months ago #4462 by Claus
Replied by Claus on topic Re:Simple question on cylindrical support

Code_Aster release : STA11.4 on OpenSUSE 12.3 64 bits - EDF/Intel version
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14 years 11 months ago #4463 by theCapitain
Replied by theCapitain on topic Re:Simple question on cylindrical support
just tried. It works!
Thanks for your help Claus. Hope you won't get tired, I have a long list of questions to post.
Bye.<br /><br />Post edited by: theCapitain, at: 2010/07/22 16:25
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14 years 11 months ago #4464 by theCapitain
Replied by theCapitain on topic Re:Simple question on cylindrical support
here the result
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14 years 11 months ago #4468 by Claus
Replied by Claus on topic Re:Simple question on cylindrical support
Very cool - I actually hadn't tried the DNOR boundary condition before since I hadn't had a use for it, but I'll definitely remember to use it from now on.

Post all the questions you want, there are a few other very capable users on this small forum, that'll be happy to help out as well.

If you get bored, you should do some ANSYS/Aster comparisons, many people are familiar with ANSYS but not Aster, and you have some experience with ANSYS right?

Delegating jobs is always fun :lol:

Regards,

Claus

Code_Aster release : STA11.4 on OpenSUSE 12.3 64 bits - EDF/Intel version
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14 years 11 months ago #4480 by theCapitain
Replied by theCapitain on topic Re:Simple question on cylindrical support
Yes sir, I've been an Ansys' user for over 10 years. I discovered CAElinux and its set of software few weeks ago and I was really surprised at Aster capability. Well I'm just trying to perform some simple analysis in order to evaluate it but I've the sense that with a bit of practice and a lot of comparative tests (just to gain confidence on the reliability of Aster's output) I could even replace Ansys.
At the moment I'm not able to perform comparisons because I don't have an adequate knowledge of Aster and this could result in a unbalanced estimate. Perhaps in the future, with increasing of Aster comprehension, I'll be pleased to help.
Bye!<br /><br />Post edited by: theCapitain, at: 2010/07/27 10:26
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