XANSYS Forum Index
    Register    

FAQ    Search    Memberlist    Usergroups    SmartFeedSmartFeed    Profile    Log in
Search found 64 matches
XANSYS Forum Index
Author Message
  Topic: Error memory on ANSYS V13.0 (model memory grow until limit..
alexandre.meli

Replies: 0
Views: 10160

PostForum: XANSYS   Posted: Mon Oct 03, 2016 9:58 am   Subject: Error memory on ANSYS V13.0 (model memory grow until limit..
I finally solve my problem.

In fact, we had to make a element component to avoid ANSYS, to find element to post treated.

Thank for all viewers.
  Topic: Move node without detach mesh from geometry
alexandre.meli

Replies: 0
Views: 8004

PostForum: XANSYS   Posted: Tue Sep 27, 2016 9:19 am   Subject: Move node without detach mesh from geometry
Hello everybody,

I got a question about ANSYS modelisation, your answer will be very important for ansys modelisation in my company :

Can we move node on a mesh without detach geometry from the ...
  Topic: Error memory on ANSYS V13.0 (model memory grow until limit..
alexandre.meli

Replies: 0
Views: 8101

PostForum: XANSYS   Posted: Wed Aug 31, 2016 10:04 am   Subject: Error memory on ANSYS V13.0 (model memory grow until limit..
Hello everybody, I am working on ANSYS V13.

I finish my model with results. It is about by model with shell ant beam element with almost 60000 elements.

I got problem during post-processing ele ...
  Topic: [APDL] BEAM4 result in local coordinate system
alexandre.meli

Replies: 2
Views: 11529

PostForum: XANSYS   Posted: Fri May 13, 2016 7:47 pm   Subject: [APDL] BEAM4 result in local coordinate system
I
Try use ETABLE with LS and SMISC items in beam4 help.

With these option, you will have different strese calcuated with loads in element coordinate system.

If you got other question don't hes ...
  Topic: Get area/surface of elements in a model.
alexandre.meli

Replies: 1
Views: 3813

PostForum: XANSYS   Posted: Thu Sep 10, 2015 8:09 am   Subject: Get area/surface of elements in a model.
Hi everyone,
I trying to get the surface/area of one element of may model.
I am looking that in *get chapter but I can find it.
Where do I get this information this software ?

Thank in advance.
  Topic: Total load at boundary condition -> misunderstanding
alexandre.meli

Replies: 1
Views: 1992

PostForum: XANSYS   Posted: Tue Oct 14, 2014 1:47 pm   Subject: Total load at boundary condition -> misunderstanding
Hello everybody,
I am performing spectrum analysis for seismic calculation with CQC method. But I got some strange result on my load distribution at boundary condition.

In fact, I make 3 differe ...
  Topic: /eshap view small problem
alexandre.meli

Replies: 6
Views: 4613

PostForum: XANSYS   Posted: Thu Sep 04, 2014 12:36 am   Subject: [SOLVE] /eshap view problem
I solve my issu, in fact it was a plot problem.

It was a /TYPE problem, it need to indicate "Z-buffered".

Thank a lot for your help.

See you soon.
  Topic: /eshap view small problem
alexandre.meli

Replies: 6
Views: 4613

PostForum: XANSYS   Posted: Wed Sep 03, 2014 5:38 am   Subject: /eshap view small problem
Thank for your answer but I change all options and it makes no differences.
  Topic: /eshap view small problem
alexandre.meli

Replies: 6
Views: 4613

PostForum: XANSYS   Posted: Wed Sep 03, 2014 2:53 am   Subject: /eshap view small problem
Hello everybody,
I just come back from a along period of no activities and sorry for that.
I got a problem because my /ESHAP view is like that.
I can see the interior of the beam.

http://image.n ...
  Topic: Looking for how does ansys calculate bema sectio inertia ?
alexandre.meli

Replies: 0
Views: 1090

PostForum: XANSYS   Posted: Fri Mar 28, 2014 4:14 am   Subject: Looking for how does ansys calculate bema sectio inertia ?
Hello everybody,
I a looking for the formula use by ansys classic to calculate beam inertia.
I don't find it in the help section.
Do you know where can I find it ?

Thank in advance.
  Topic: Looking for how does ansys calculate bema sectio inertia ?
alexandre.meli

Replies: 0
Views: 1074

PostForum: XANSYS   Posted: Fri Mar 28, 2014 4:11 am   Subject: Looking for how does ansys calculate bema sectio inertia ?
Hello everybody,
I a looking for the formula use by ansys classic to calculate beam inertia.
I don't find it in the help section.
Do you know where can I find it ?

Thank in advance.
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Sun Jan 26, 2014 10:31 am   Subject: Problem with CONTA178
finally I have modelized contact with geostar (more simple).
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Tue Jan 21, 2014 4:16 pm   Subject: Problem with CONTA178
I have modelized a part of the model. As you see in the following photos, I have modelized the plate part (with the element shell181) of the collar which maintains the pipe and diffuse stresses. The p ...
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Mon Jan 20, 2014 9:03 am   Subject: Problem with CONTA178
Thanks Danbohlen, but I don't know what you mean by "bricks"!
Thanks rick.fischer, so if I have two structures in contact, I have to enter a negative stiffness.
Actually I have to modelize ...
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Mon Jan 20, 2014 1:39 am   Subject: Problem with CONTA178
no one can help me? ^^
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Fri Jan 17, 2014 1:30 pm   Subject: Problem with CONTA178
Thanks a lot rick.fischer for your help!!!

Yes, its my complete model. I've learned node-to-node contact for two days...

"there are no material properties defined, Length dimensions for co ...
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Fri Jan 17, 2014 12:05 pm   Subject: Problem with CONTA178
Thanks for this but it was a typing error...
I entered in Ansys :

/prep7
n,1,0,0,0
n,2,0,50,0
n,3,0,100,0

n,4,20,0,0
n,5,20,50,0
n,6,20,100,0

ET,1,CONTA178
KEYOPT,1,1,0 ! GAP T ...
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Fri Jan 17, 2014 7:42 am   Subject: Problem with CONTA178
You can see my model http://imagizer.imageshack.us/v2/800x600q90/191/grwk.png
I wanted to say "Efforts" and not "Stresses".
Sorry for my English.
  Topic: Problem with CONTA178
alexandre.meli

Replies: 16
Views: 15611

PostForum: XANSYS   Posted: Fri Jan 17, 2014 5:53 am   Subject: Problem with CONTA178
Hello,

I’m a calculation-engineer using Ansys and I need some information concerning node-to-node contact (with element conta178).
I want to modelize a standard contact between two nodes: the tw ...
  Topic: Soft-spring in Geostar <=> equivalent ansys classic
alexandre.meli

Replies: 3
Views: 3120

PostForum: XANSYS   Posted: Wed Dec 11, 2013 8:21 am   Subject: Soft-spring in Geostar <=> equivalent ansys classic
Thanks a lot for your answers.
I will see if it works.
  Topic: Soft-spring in Geostar <=> equivalent ansys classic
alexandre.meli

Replies: 3
Views: 3120

PostForum: XANSYS   Posted: Wed Dec 11, 2013 6:33 am   Subject: Soft-spring in Geostar <=> equivalent ansys classic
hello everybody,
is there an equivalent for soft-spring command on Geostar in Ansys classic ?

In fact, I'm looking for a command which constraint automatically the model with spring for avoiding u ...
  Topic: No descent load in combinaisons
alexandre.meli

Replies: 0
Views: 1023

PostForum: XANSYS   Posted: Thu Oct 24, 2013 7:17 am   Subject: No descent load in combinaisons
Hello everybody,
I am working on a shell model witn a static linear analysis.
I got bonded contact in my model.
So I solve 4 loadstep that I turn into lcase with LCDEF command.

Then I do Newm ...
  Topic: How can I get shear shear in Shell 181 element ?
alexandre.meli

Replies: 2
Views: 1619

PostForum: XANSYS   Posted: Thu Oct 24, 2013 6:58 am   Subject: How can I get shear shear in Shell 181 element ?
Thanks a lot for your answer.

I will try...
  Topic: How can I get shear shear in Shell 181 element ?
alexandre.meli

Replies: 2
Views: 1619

PostForum: XANSYS   Posted: Mon Oct 21, 2013 6:08 am   Subject: How can I get shear shear in Shell 181 element ?
Hello everybody,
I am working on big model. I want to extract only shear stress in shell 181 element. I try NSORT command but I only get shear stress by direction not by combined in all directions. ...
  Topic: Error on data set result
alexandre.meli

Replies: 14
Views: 9349

PostForum: XANSYS   Posted: Thu Oct 17, 2013 11:59 pm   Subject: Error on data set result
Thanks for your answer.

But in OUTRES command, item MODAL doesn't exist.
So i got a warning before solve command that says "outres not supported with MODAL item".
  Topic: Error on data set result
alexandre.meli

Replies: 14
Views: 9349

PostForum: XANSYS   Posted: Thu Oct 17, 2013 7:56 am   Subject: Error on data set result
Hello everybody,
I got a problem after a modal analysis. So I carry out a modal analysis, in fact I got a big model so I use BCSOPTION,,minimum. I want 400 modes, I got all my results in Output wi ...
  Topic: How to suppress 3D generate anno ?
alexandre.meli

Replies: 2
Views: 3124

PostForum: XANSYS   Posted: Thu Oct 17, 2013 7:45 am   Subject: How to suppress 3D generate anno ?
Thanks for your answer. It works well.
  Topic: How to suppress 3D generate anno ?
alexandre.meli

Replies: 2
Views: 3124

PostForum: XANSYS   Posted: Thu Oct 17, 2013 7:23 am   Subject: How to suppress 3D generate anno ?
Hello everybody,
I am working on Ansys Classic software. In order to post-treating my model I use subgrid result at node and 3D generate anno. But I don't know how to delete the annotation ?

How c ...
  Topic: How to get modal mass ???
alexandre.meli

Replies: 4
Views: 6134

PostForum: XANSYS   Posted: Tue Oct 01, 2013 9:18 am   Subject: How to get modal mass ???
Hello everybody,
I am trying to extract mass modal.
How I can do it ??

Thank in advance.
  Topic: SPLOT PROBLEME FROM IMPORT GEOMETRY
alexandre.meli

Replies: 7
Views: 6485

PostForum: XANSYS   Posted: Mon Sep 30, 2013 12:56 pm   Subject: SPLOT PROBLEME FROM IMPORT GEOMETRY
Thank for your advice Martin Liddle, I follow your advice and now , I get may model from parasolid format. In fact, the model is more accurate and i use VLSCALE command to convert dimension of the str ...
  Topic: SPLOT PROBLEME FROM IMPORT GEOMETRY
alexandre.meli

Replies: 7
Views: 6485

PostForum: XANSYS   Posted: Mon Sep 30, 2013 11:29 am   Subject: SPLOT PROBLEME FROM IMPORT GEOMETRY
Thanks for your answer.

I am working on 3d model. I exported it from solidworks software in IGES format. In fact, I had only area so I use VA command to have a volume.
I did that because in paraso ...
  Topic: SPLOT PROBLEME FROM IMPORT GEOMETRY
alexandre.meli

Replies: 7
Views: 6485

PostForum: XANSYS   Posted: Mon Sep 30, 2013 8:25 am   Subject: SPLOT PROBLEME FROM IMPORT GEOMETRY
Hello everybody,
i am trying to import a geometry from solidwork in IGES format.
but i con't use VSBW command beacaus I got an SPLOT error.

How Can I solve it ?

Thank In advance.
  Topic: - [Xansys] Import parasolid in ansys classic without keeping
alexandre.meli

Replies: 1
Views: 1907

PostForum: XANSYS   Posted: Mon Sep 30, 2013 7:03 am   Subject: - [Xansys] Import parasolid in ansys classic without keeping
I found the answer.
We have to make the model in IGES file with solidworks for exemple.

A+
  Topic: Import parasolid in ansys classic without keeping dimension
alexandre.meli

Replies: 8
Views: 8937

PostForum: XANSYS   Posted: Sun Sep 29, 2013 11:40 am   Subject: Import parasolid in ansys classic without keeping dimension
UP
Have you understand my question ?

Thanks a lots.
  Topic: Import parasolid in ansys classic without keeping dimension
alexandre.meli

Replies: 8
Views: 8937

PostForum: XANSYS   Posted: Fri Sep 27, 2013 6:59 am   Subject: Import parasolid in ansys classic without keeping dimension
Hello everybody,
I am important a geometry from solidwork in parasolid format. Ansys reach to open it but the scale of the model is not the same as solidworks model.
There is 1000 factor of differ ...
  Topic: SIZE OF NUMBER DISPLAY AFTER /PNUM
alexandre.meli

Replies: 4
Views: 3170

PostForum: XANSYS   Posted: Thu Sep 19, 2013 7:28 am   Subject: SIZE OF NUMBER DISPLAY AFTER /PNUM
Thank a lot for your aswer , it works perfectly.
  Topic: SIZE OF NUMBER DISPLAY AFTER /PNUM
alexandre.meli

Replies: 4
Views: 3170

PostForum: XANSYS   Posted: Thu Sep 19, 2013 3:01 am   Subject: SIZE OF NUMBER DISPLAY AFTER /PNUM
Hello everybody,
I am looking for the command to change the size of the number display after /pnum command.

Is it possible to do that ?

Thank in advance.
  Topic: theta angle in beam 44 real properties
alexandre.meli

Replies: 3
Views: 3424

PostForum: XANSYS   Posted: Fri Jul 19, 2013 4:42 am   Subject: theta angle in beam 44 real properties
Hello everybody,
nobody know if it is possible to do that ?

Thank in advance.
  Topic: theta angle in beam 44 real properties
alexandre.meli

Replies: 3
Views: 3424

PostForum: XANSYS   Posted: Thu Jul 18, 2013 4:25 am   Subject: theta angle in beam 44 real properties
hello everybody,
I am working on a filar model. I am using Beam44 element. I use angle section ( L subtype section). In order to calculate méchanical propertie, It use Beam/common section then List ...
  Topic: Haow can I move nodes in filar model ??????
alexandre.meli

Replies: 2
Views: 2588

PostForum: XANSYS   Posted: Sat Jul 06, 2013 6:04 am   Subject: Haow can I move nodes in filar model ??????
Thank a lot it works well.
  Topic: Haow can I move nodes in filar model ??????
alexandre.meli

Replies: 2
Views: 2588

PostForum: XANSYS   Posted: Tue Jul 02, 2013 2:05 am   Subject: Haow can I move nodes in filar model ??????
hello every body,
I am working on filar model, so i have geometry made by line and meshing by beam 44 element.
I am trying to move node with NMODIF command but I can't made it.
and Ansys tell me ...
  Topic: No reaction result in load case
alexandre.meli

Replies: 4
Views: 4302

PostForum: XANSYS   Posted: Wed Apr 10, 2013 7:18 am   Subject: No reaction result in load case
Thank you for your help.
I looking for that problem.

Have a nive day.
  Topic: No reaction result in load case
alexandre.meli

Replies: 4
Views: 4302

PostForum: XANSYS   Posted: Wed Apr 10, 2013 5:42 am   Subject: No reaction result in load case
Thank for your help.

Actually, I get reaction load when I use PRRSOL command in my set but not in my load case.
Moreover, it delete my boundary condition.
  Topic: No reaction result in load case
alexandre.meli

Replies: 4
Views: 4302

PostForum: XANSYS   Posted: Tue Apr 09, 2013 11:42 pm   Subject: No reaction result in load case
Hello everybody,
I got a problem when I make load case. So firstly I make all my sets then I make lcdef to turn sets into load case. But when I read my load case with lcase command I cannot have th ...
  Topic: how to calculate stresses on selected nodes
alexandre.meli

Replies: 9
Views: 6239

PostForum: XANSYS   Posted: Thu Mar 14, 2013 9:11 am   Subject: how to calculate stresses on selected nodes
Hello Hugo,
first you must be in post processing. Then make your selection, whatever you want, put the list of your node in an ARRAY (*dim command and NDNEXT (selection) to get number of the node ) ...
  Topic: Conta 173 and targe 170
alexandre.meli

Replies: 3
Views: 3718

PostForum: XANSYS   Posted: Wed Mar 13, 2013 5:32 am   Subject: Conta 173 and targe 170
Thanks for your answer but what you mean by "do your homework". If you can help me, I will be very happy.

Do you have another idea about my problem instead of RTFM?

Thank in advance.
  Topic: Conta 173 and targe 170
alexandre.meli

Replies: 3
Views: 3718

PostForum: XANSYS   Posted: Wed Mar 13, 2013 4:51 am   Subject: Conta 173 and targe 170
Hello everybody,
I am working on a model that I want to put contact element on Cylindrical surface (conta et targe). I am trying to use Conta 173 and targe 170. The contact is find but It cannot con ...
  Topic: Pyramid element solid ????
alexandre.meli

Replies: 4
Views: 3254

PostForum: XANSYS   Posted: Sat Mar 02, 2013 3:48 pm   Subject: Pyramid element solid ????
Hello everybody,
I am looking for a way to put together hexa element and tetra element. I saw that solid 186 can be pyramidal element but I don't know how to activate the option for making pyramidal ...
  Topic: Partitioning Volume
alexandre.meli

Replies: 1
Views: 2208

PostForum: XANSYS   Posted: Wed Feb 20, 2013 1:48 pm   Subject: Partitioning Volume
hello everybody,
I want to partition one volume into another. (VPTN)
This is the picture.

http://img829.imageshack.us/img829/425/vannev1000.png

I make the error
*** ERROR *** ...
  Topic: Display volume
alexandre.meli

Replies: 1
Views: 1727

PostForum: XANSYS   Posted: Thu Feb 07, 2013 11:27 pm   Subject: Display volume
Hello everybody, I just want to know haow to diplays volume after importing x_t fil format.
I fact, I cannot display the color of the area and volume. I only display line so it's not easy to make boo ...
  Topic: Classify value in an array
alexandre.meli

Replies: 2
Views: 2513

PostForum: XANSYS   Posted: Mon Feb 04, 2013 2:22 am   Subject: Classify value in an array
Thank you very much for the answer.
I am trying this command immediatly.
  Topic: Classify value in an array
alexandre.meli

Replies: 2
Views: 2513

PostForum: XANSYS   Posted: Sun Feb 03, 2013 1:42 pm   Subject: Classify value in an array
Hello everybody,
I would like to classify a value in an array.
For example, I want to value in a vector by decreasing order.
I am about to use emsget Function in order to do that.
What are you ...
  Topic: How to measure an Angle in Ansys classic.
alexandre.meli

Replies: 2
Views: 4131

PostForum: XANSYS   Posted: Wed Dec 19, 2012 12:44 am   Subject: How to measure an Angle in Ansys classic.
Thanks for your answer,
but I would like to know the unit of the rotation of the node ?

Is it degrees or radians ?

Thanks for your answer.

Best regard.
  Topic: How to measure an Angle in Ansys classic.
alexandre.meli

Replies: 2
Views: 4131

PostForum: XANSYS   Posted: Tue Dec 18, 2012 12:20 pm   Subject: How to measure an Angle in Ansys classic.
Hello everybody,
I am working on a model and I want to measure the rotation of one node in my result.
But I don't klnow how to do. I don't know I can do that in the subgrid result.
How can I do ...
  Topic: Torsionnal stress with BEAM 44.
alexandre.meli

Replies: 2
Views: 2993

PostForum: XANSYS   Posted: Sat Dec 15, 2012 2:23 am   Subject: Find the answer
Hello everybody,
I find the answer to my question. In my real constant, I had to put real constant 29 and 30 different from 0 in order to take into account the torsional moment.
In fact , we had to ...
  Topic: Torsionnal stress with BEAM 44.
alexandre.meli

Replies: 2
Views: 2993

PostForum: XANSYS   Posted: Thu Dec 13, 2012 12:46 am   Subject: Torsionnal stress with BEAM 44.
Hello everybody, I currently make little model in beam 44. But I can't have the torsionnal stress.
This is my model.

FINI
/CLEAR

/FILENAM,BEAM188_44

/PREP7

!Keypoint

K,1,0,0,0
K,2,5 ...
  Topic: Mxpand Error after modal analysis
alexandre.meli

Replies: 0
Views: 1481

PostForum: XANSYS   Posted: Sun Dec 02, 2012 4:06 am   Subject: Mxpand Error after modal analysis
Hello everybody,
I got a problem during spectral calculation. In fact just after the modal analysis. I expand the mass modal of th mode of the model in order to use MMAS command but Ansys crash just ...
  Topic: Define properties in BEAM188
alexandre.meli

Replies: 2
Views: 2666

PostForum: XANSYS   Posted: Thu Nov 22, 2012 5:16 am   Subject: Define properties in BEAM188
Thank for your answer.
But I don't think that with sectype,,genb section it is possible to specifie section properties. If you know beam 44 element, I want to do the same patter but with BEAM 188 el ...
  Topic: Define properties in BEAM188
alexandre.meli

Replies: 2
Views: 2666

PostForum: XANSYS   Posted: Wed Nov 21, 2012 5:16 am   Subject: Define properties in BEAM188
Hello everybody,
I want to use BEAM 188 in a beam model. But I want to define all properties of the section because the section is not similar across the length.
Is it possible to define all propert ...
  Topic: Get mass by component
alexandre.meli

Replies: 1
Views: 2048

PostForum: XANSYS   Posted: Tue Nov 13, 2012 1:57 pm   Subject: Get mass by component
Hello everybody,
I'am working on a program for spectral calculation.
And I want to have the mass for each components of my model. So before solving, I put IRLF-1 and after I make an *get command to ...
  Topic: ENDRELEASE Command : HELP ME please
alexandre.meli

Replies: 1
Views: 2314

PostForum: XANSYS   Posted: Fri Nov 09, 2012 12:29 am   Subject: ENDRELEASE Command : HELP ME please
Hello everybody,
I'm modeling a model in beam 188. For one edge of the structure, I had to release one ddof. I used endrelease but I don't understand what action Ansys do ?
So according to you, it i ...
  Topic: Command for deleting parameters
alexandre.meli

Replies: 5
Views: 10337

PostForum: XANSYS   Posted: Sat Nov 03, 2012 4:04 am   Subject: Command for deleting parameters
Hello Evertbody,
I am looking for a command for deleting all parameters without deleting my model. ( NO /clear)
Do you have an idea please ?
Thanks in advance.

Best regard.
  Topic: PB : solving analyse pressure
alexandre.meli

Replies: 7
Views: 11609

PostForum: XANSYS   Posted: Wed Oct 24, 2012 11:13 pm   Subject: Thanks a lot
Hello everybody,
I thank a lot for your answers. If In understand, I can't run this analysis without boundary condintion.

Best regard
  Topic: PB : solving analyse pressure
alexandre.meli

Replies: 7
Views: 11609

PostForum: XANSYS   Posted: Wed Oct 24, 2012 11:50 am   Subject: PB : solving analyse pressure
Firstly, I want to thank you for the your answer.

So hello everybody,
I am a new member on the forum and it is my first question.
So I am running an static analysis. The load is only inner a cyli ...
 
Page 1 of 1
All times are GMT - 7 Hours
Jump to:  


Powered by phpBB © 2001, 2005 phpBB Group

sleek template created by Andrew Charron