XANSYS Forum Index
    Register    

FAQ    Search    Memberlist    Usergroups    SmartFeedSmartFeed    Profile    Log in
Search found 58 matches
XANSYS Forum Index
Author Message
  Topic: FSUM with large deflection
john.deibler1

Replies: 1
Views: 3182

PostForum: XANSYS   Posted: Thu Jun 18, 2015 9:23 am   Subject: [Xansys] FSUM with large deflection
Martin,

Define a coordinate system at the displaced summation point, move the SPOINT to that location, change RSYS to the new coordinate system, followed by FSUM, RSYS.

John Deibler
Pacific Northwes ...
  Topic: [Xansys] Surface to Surface (No Separation Contact -Always)
john.deibler1

Replies: 2
Views: 3601

PostForum: XANSYS   Posted: Wed Apr 22, 2015 2:44 pm   Subject: [Xansys] Surface to Surface (No Separation Contact -Always)
Fayaz,

Supposedly "Contact" in ANSYS Rev 16 is new, improved & easier??!! But in the meantime, if your underlying elements are BEAMs or SHELLS, you might check to confirm that the cont ...
  Topic: Plotting to file to be able to import into PowerPoint.
john.deibler1

Replies: 6
Views: 7725

PostForum: XANSYS   Posted: Tue Dec 09, 2014 9:35 am   Subject: [Xansys] Plotting to file to be able to import into PowerPoi
Can't help you with Workbench, but doesn't /SHO,,,1 still work?


John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are useful"


Subject: Re: [Xansys] Plott ...
  Topic: [APDL] Hardening Concrete behaviour - SOLID65
john.deibler1

Replies: 12
Views: 17059

PostForum: XANSYS   Posted: Fri Nov 14, 2014 9:55 am   Subject: [Xansys] [APDL] Hardening Concrete behaviour - SOLID65
Hi Razmik,

It is ALWAYS a good idea to check your intermediate results, but particularly when you are attempting an analysis as novel & unproven as what you are attempting. If the model is large ...
  Topic: [APDL] Hardening Concrete behaviour - SOLID65
john.deibler1

Replies: 12
Views: 17059

PostForum: XANSYS   Posted: Mon Nov 10, 2014 10:07 am   Subject: [Xansys] [APDL] Hardening Concrete behaviour - SOLID65
Hi Razmik,

First of all, save the results from every substep - OUTRES,ALL,ALL and then plot displacements, stresses, concrete cracks - PLCRACK and determine what is happening.
Second, you need MPCHG, ...
  Topic: [APDL] Hardening Concrete behaviour - SOLID65
john.deibler1

Replies: 12
Views: 17059

PostForum: XANSYS   Posted: Thu Oct 23, 2014 8:51 am   Subject: [Xansys] [APDL] Hardening Concrete behaviour - SOLID65
Hi Razmik,

First of all a clarification with regard to ANSYS nomenclature: in a structural analysis, such as you are doing with the SOLID65's, a "transient" analysis (ANTYPE,TRANS) means yo ...
  Topic: [APDL] Hardening Concrete behaviour - SOLID65
john.deibler1

Replies: 12
Views: 17059

PostForum: XANSYS   Posted: Wed Oct 22, 2014 11:24 am   Subject: [Xansys] [APDL] Hardening Concrete behaviour - SOLID65
Razmik,

Given that concrete cracking is a nonlinear problem (i.e. path dependent), I'm not optimistic about getting meaningful results, but if you simply need to show your professor that you have run ...
  Topic: [Xansys] [APDL] multilinear material model
john.deibler1

Replies: 5
Views: 6122

PostForum: XANSYS   Posted: Thu Oct 09, 2014 8:40 am   Subject: [Xansys] [APDL] multilinear material model
Sorry! I missed the "elastic". When I read multi-linear, my brain automagically goes plastic!

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are use ...
  Topic: [Xansys] [APDL] multilinear material model
john.deibler1

Replies: 5
Views: 6122

PostForum: XANSYS   Posted: Thu Oct 09, 2014 7:34 am   Subject: [Xansys] [APDL] multilinear material model
If you can live with a bilinear model, then TB,ANISO will work. If you need the multi-linear response, then you need to combine TB,HILL with either TB,MISO or TB,MKIN

John Deibler
Pacific Northwest ...
  Topic: [WB] [Mechanical] Lighting options
john.deibler1

Replies: 6
Views: 16343

PostForum: XANSYS   Posted: Thu May 15, 2014 2:01 pm   Subject: [Xansys] [WB] [Mechanical] Lighting options
/LIGHT

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are useful"

-----Original Message-----
From: Xansys [mailto:xansys-bounces@xansys.org] On Behalf Of ...
  Topic: [Xansys] Getting desired no of out file using restart contro
john.deibler1

Replies: 2
Views: 3134

PostForum: XANSYS   Posted: Tue Apr 15, 2014 8:44 am   Subject: [Xansys] Getting desired no of out file using restart contro
Benjamin,

"all" is not a valid option for the Frequency on the rescontrol command. If you want all seven substeps, then you will need:
rescontrol,,all,1

Regards,

John Deibler
Pacific Nor ...
  Topic: Element-wise Material Properties
john.deibler1

Replies: 25
Views: 32536

PostForum: XANSYS   Posted: Wed Jan 29, 2014 9:03 am   Subject: [Xansys] Element-wise Material Properties
Hmmm, maybe it was fewer years than I remember! Yes, I am looking at the yellow R4.4 manual - it's Chapter 2.22 if you have your copy handy! But it is not present in my 3.0 manual. My 5.0 manuals a ...
  Topic: Element-wise Material Properties
john.deibler1

Replies: 25
Views: 32536

PostForum: XANSYS   Posted: Tue Jan 28, 2014 7:14 pm   Subject: [Xansys] Element-wise Material Properties
While I'm sure your post (below) was not intended to provided comic relief, as the main thesis is helpful, I could not help but laugh at your first sentence! The finite element method is by definitio ...
  Topic: solid lower-lower elements for tetragonal mesh in ANSYS
john.deibler1

Replies: 1
Views: 2664

PostForum: XANSYS   Posted: Tue Nov 19, 2013 4:23 pm   Subject: [Xansys] solid lower-lower elements for tetragonal mesh in A
SOLID45 and the corresponding higher order SOLID95 became legacy (i.e. undocumented) elements in ANSYS 13.

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are us ...
  Topic: Copression loaded textile - how to obtain textile wrinkling?
john.deibler1

Replies: 3
Views: 2255

PostForum: XANSYS   Posted: Mon Nov 18, 2013 10:28 am   Subject: [Xansys] Copression loaded textile - how to obtain textile w
I think this will be extremely challenging with any implicit code & probably your only hope is an explicit code - LS-Dyna or ???

John Deibler
Pacific Northwest National Lab

"All models are ...
  Topic: [Xansys] Fatigue assessment of welds - ASME
john.deibler1

Replies: 3
Views: 4498

PostForum: XANSYS   Posted: Mon Nov 04, 2013 3:36 pm   Subject: [Xansys] Fatigue assessment of welds - ASME
James,

Short answer is, "yes, been there, done that, it's do-able." Slightly longer answer is check out Verity in fe-safe from safetechnology. I've not used it but they claim to work with ...
  Topic: Friday laugh
john.deibler1

Replies: 1
Views: 3537

PostForum: XANSYS   Posted: Fri Aug 16, 2013 8:47 am   Subject: Friday laugh
Sometimes all you can do is laugh! I was greeted this morning by the following excerpt from the output file from my first attempt to run my new 3D model:

EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. ...
  Topic: Axisymmetry Analysis
john.deibler1

Replies: 2
Views: 2546

PostForum: XANSYS   Posted: Tue Aug 13, 2013 8:45 am   Subject: [Xansys] Axisymmetry Analysis
I think you're looking for PLANE25 - the axisymmetric element which accepts non-axisymmetric loading. See Verification Manual problem VM-43 for an example. If you're running ANSYS 12 or newer you wi ...
  Topic: Work bench mesh with (SHPP ,OFF)
john.deibler1

Replies: 1
Views: 2657

PostForum: XANSYS   Posted: Thu Aug 01, 2013 8:38 am   Subject: Work bench mesh with (SHPP ,OFF)
Hi Mruthunjaya,

While my signature may appear flippant, it is a conscious, deliberate attempt at a reminder of the nature of modeling, whether finite element or otherwise. Ask yourself this question ...
  Topic: How to plot results in grey scale
john.deibler1

Replies: 3
Views: 7276

PostForum: XANSYS   Posted: Thu Jun 27, 2013 9:37 am   Subject: How to plot results in grey scale
Dr. Dayal,

Depending on what you need, one could define a custom color map with the appropriate shades of grey - see /CMAP command. Or, if you just need to eliminate the colors, switch to a vector p ...
  Topic: [APDL] How to define cast iron?
john.deibler1

Replies: 3
Views: 6589

PostForum: XANSYS   Posted: Thu Jun 06, 2013 4:10 pm   Subject: [Xansys] [APDL] How to define cast iron?
Details seem to vary depending on which version of Help you're using, but in one location or another they all (Rev 11 - 14.5) identify it as "Plastic Poisson's ratio in tension"

John Deible ...
  Topic: [Xansys] Ansys peeve
john.deibler1

Replies: 1
Views: 1776

PostForum: XANSYS   Posted: Tue May 07, 2013 10:27 am   Subject: [Xansys] Ansys peeve
What??!! You're using the GUI??!! Traitor!!!!

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are useful"

-----Original Message-----
From: xansys-bounc ...
  Topic: [Xansys] [STRUC] Concrete cracking and crushing
john.deibler1

Replies: 0
Views: 1794

PostForum: XANSYS   Posted: Mon Apr 29, 2013 9:59 am   Subject: [Xansys] [STRUC] Concrete cracking and crushing
Dr. Vacev,

1) Run on a single processor (-np 1 on the command line or if you use the Product Launcher > High Performance Computing Setup > Use Shared-Memory Parallel > Number of Processors ...
  Topic: Error temperature out-of-range
john.deibler1

Replies: 1
Views: 4034

PostForum: XANSYS   Posted: Tue Mar 19, 2013 8:59 am   Subject: [Xansys] Error temperature out-of-range
My recent encounter with this LS-DYNA error was solved by extending the temperature dependent material properties to a wider temperature range than one would have thought necessary. For example, my t ...
  Topic: create a hexahedral mesh for fluid structure interaction
john.deibler1

Replies: 2
Views: 3080

PostForum: XANSYS   Posted: Fri Mar 15, 2013 9:14 am   Subject: [Xansys] create a hexahedral mesh for fluid structure intera
In general the "divide & conquer" approach you've outlined is the most consistent & reliable way to get a hexahedral mesh. Depending on the geometry, you can get creative as to whic ...
  Topic: scaling the volumes issue?
john.deibler1

Replies: 22
Views: 20800

PostForum: XANSYS   Posted: Thu Mar 14, 2013 9:13 am   Subject: [Xansys] scaling the volumes issue?
At the risk of excessive mollycoddling (please heed Juergen's advice !) here are a few things to read up on / try out:

/pnum,(TYPE or REAL or MAT),1
eplot

To review portions of your mesh, select by ...
  Topic: scaling the volumes issue?
john.deibler1

Replies: 22
Views: 20800

PostForum: XANSYS   Posted: Wed Mar 13, 2013 10:47 am   Subject: [Xansys] scaling the volumes issue?
If the percentage change to your particle size is significant, you will probably want to remesh. Otherwise, if your model is not overly large or complex, I would think NSCALE inside a *DO loop would ...
  Topic: scaling the volumes issue?
john.deibler1

Replies: 22
Views: 20800

PostForum: XANSYS   Posted: Wed Mar 13, 2013 9:11 am   Subject: [Xansys] scaling the volumes issue?
Does NSCALE do what you want?

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are useful"

-----Original Message-----
From: xansys-bounces@xansys.org [mailt ...
  Topic: [Xansys] Rev 5 manuals available
john.deibler1

Replies: 5
Views: 6089

PostForum: XANSYS   Posted: Tue Mar 12, 2013 8:43 am   Subject: [Xansys] Rev 5 manuals available
I was actually running 5.5 about a month ago. And no amount of financial inducement will get me to part with my Rev. 3.0 or 4.4 manuals!!

John Deibler
Pacific Northwest National Lab

"All model ...
  Topic: [APDL] USING SOLID87, SOLID70 TOGETHER: GETTING ERROR MESSG.
john.deibler1

Replies: 8
Views: 10143

PostForum: XANSYS   Posted: Tue Mar 12, 2013 8:40 am   Subject: [Xansys] [APDL] USING SOLID87, SOLID70 TOGETHER: GETTING ERR
As Dan notes, use MESH200 elements to generate any needed "dummy mesh" - no need to delete them. Just make sure you have the correct element shape and number of nodes, keyopt(1).

And then ...
  Topic: Compressive and Tensile Strength of Concrete Input
john.deibler1

Replies: 3
Views: 4197

PostForum: XANSYS   Posted: Tue Jan 15, 2013 9:33 am   Subject: [Xansys] Compressive and Tensile Strength of Concrete Input
David,

Use SOLID65 Reinforced Concrete Solid elements with TB,CONCR as defined in the Element Reference Manual.

Regards,

John Deibler
Pacific Northwest National Lab

"All models are wrong. So ...
  Topic: [Thermal] rotating cylinder with local coordinate system
john.deibler1

Replies: 2
Views: 2462

PostForum: XANSYS   Posted: Thu Nov 15, 2012 9:55 am   Subject: [Xansys] [Thermal] rotating cylinder with local coordinate s
Yong,

You need all the nodes on the surface of the solid element to be selected before you can apply a surface load and your nsel commands are not doing that. There seems to be some confusion about ...
  Topic: [Xansys] multi-frame restart and .rst files missing
john.deibler1

Replies: 5
Views: 9450

PostForum: XANSYS   Posted: Mon Nov 05, 2012 12:29 pm   Subject: [Xansys] multi-frame restart and .rst files missing
Like Dan, I prefer single frame restarts, BUT, I have encountered single frame restarts on models with CONTA17x elements where " The converged solution WAS incorrect. " So, as time consumin ...
  Topic: [Xansys] MAPDL
john.deibler1

Replies: 3
Views: 4430

PostForum: XANSYS   Posted: Thu Sep 27, 2012 6:43 pm   Subject: [Xansys] MAPDL
Andrei,

Hard to say what has gone wrong - sounds like something has gotten corrupted somewhere since it sounds like you've had success previously. Probably best to start over again. We've had rea ...
  Topic: [Xansys] MAPDL
john.deibler1

Replies: 3
Views: 4430

PostForum: XANSYS   Posted: Wed Sep 26, 2012 7:50 am   Subject: [Xansys] MAPDL
Andrei,

Please provide more details. What do you mean, " I’ve got nothing"? No results, no cracks, no ??? How do you know you "got nothing"? What do your material properti ...
  Topic: [Ansys APDL]Error message
john.deibler1

Replies: 19
Views: 19386

PostForum: XANSYS   Posted: Sat Sep 22, 2012 12:57 pm   Subject: [Xansys] [Ansys APDL]Error message
modmsh,detach in /prep7 detaches the finite element model from the solid model such that you can change the finite element mesh - emodif, nmodif, etc. I don't recall your previous posts, but there ca ...
  Topic: [APDL]Assignment of new material model to elements
john.deibler1

Replies: 2
Views: 4170

PostForum: XANSYS   Posted: Sat Sep 01, 2012 2:12 pm   Subject: [Xansys] [APDL]Assignment of new material to meshed areas
esel,,mat,,incorrect material # - to select all the incorrect elements.
emodif,all,mat,correct material # - to change to the correct material

John Deibler
Pacific Northwest National Labor ...
  Topic: Effect of Young's Modulus (E) in Linear Analysis
john.deibler1

Replies: 35
Views: 33141

PostForum: XANSYS   Posted: Tue Jul 31, 2012 2:22 pm   Subject: [Xansys] Effect of Young's Modulus (E) in Linear Analysis
I had the privilege of taking Shigley from Shigley in person at U of M. At the time I remember musing on the "arrogance" of a professor insisting on using his own textbook. Way too many ye ...
  Topic: Application of Gaussian heat flux
john.deibler1

Replies: 12
Views: 10038

PostForum: XANSYS   Posted: Fri Jun 29, 2012 5:11 pm   Subject: [Xansys] Application of Gaussian heat flux
There are several ways to approach this. If your model is small, *DO loops with scalar parameters is probably a little easier to set up. If your model is large (> 100000 nodes?) vector operations ...
  Topic: Application of Gaussian heat flux
john.deibler1

Replies: 12
Views: 10038

PostForum: XANSYS   Posted: Thu Jun 28, 2012 8:21 am   Subject: [Xansys] Application of Gaussian heat flux
The following is an excerpt from my post of April 3 2012.

"Basically you want a time & spatially dependent heat flux - BF,node,HGEN,xxx. That can be done in an APDL script - array parameters ...
  Topic: fsum vs prnld
john.deibler1

Replies: 2
Views: 3029

PostForum: XANSYS   Posted: Tue Jun 26, 2012 8:52 am   Subject: [Xansys] fsum vs prnld
These are not equivalent commands. Read the manual carefully & choose the appropriate command for what you intend. Note also the use of SPOINT in summing moments with FSUM.

John Deibler
Pacific ...
  Topic: [Xansys] [APDL] Create volume from meshed area without carry
john.deibler1

Replies: 2
Views: 4417

PostForum: XANSYS   Posted: Tue May 22, 2012 7:20 am   Subject: [Xansys] [APDL] Create volume from meshed area without carry
Use esiz,0,0 before the vext command

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are useful"

-----Original Message-----
From: xansys-bounces@xansys.org ...
  Topic: Font Size in V14 Help
john.deibler1

Replies: 1
Views: 1911

PostForum: XANSYS   Posted: Fri Apr 20, 2012 10:05 am   Subject: [Xansys] Font Size in V14 Help
CTRL + mouse scroll wheel

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are useful"

-----Original Message-----
From: xansys-bounces@xansys.org [mailto:xa ...
  Topic: Warning Message
john.deibler1

Replies: 4
Views: 4013

PostForum: XANSYS   Posted: Tue Apr 17, 2012 1:49 pm   Subject: [Xansys] Warning Message
Sounds like you're using SOLID65 elements? Double check your real constants - sounds like CSTIF is too big. That would be the first entry on the second RMORE command. It's easy to lose track of the ...
  Topic: Fastening postprocessing *do and *if loops
john.deibler1

Replies: 15
Views: 18086

PostForum: XANSYS   Posted: Mon Apr 16, 2012 11:21 am   Subject: [Xansys] Fastening postprocessing *do and *if loops
In general, yes. As Dan notes, if you can recast your *do loop as vector/matrix operation, you'll get dramatically faster performance. I was able to reduce a 5 hour *do loop to 2 minutes! (for the ...
  Topic: moving heat source
john.deibler1

Replies: 1
Views: 2959

PostForum: XANSYS   Posted: Tue Apr 03, 2012 8:44 am   Subject: [Xansys] moving heat source
Basically you want a time & spatially dependent heat flux - BF,node,HGEN,xxx. That can be done in an APDL script - array parameters are the fastest, but *DO loops can be easier for beginners. J ...
  Topic: Color Blind?
john.deibler1

Replies: 8
Views: 9360

PostForum: XANSYS   Posted: Tue Apr 03, 2012 7:24 am   Subject: [Xansys] Color Blind?
B/W vector plots with the contours labeled has been the solution for many years for a color blind co-worker.

John Deibler
Pacific Northwest National Lab

"All models are wrong. Some models are ...
  Topic: Changing material properties during Transient Analysis
john.deibler1

Replies: 1
Views: 4479

PostForum: XANSYS   Posted: Tue Apr 03, 2012 7:19 am   Subject: [Xansys] Changing material properties during Transient Analy
MPCHG is valid in the SOLUTION module - read the caveats about not changing the nonlinear options. Put that in after LS8 then ANTYPE,, REST. You'll need to have defined the new material properties a ...
  Topic: [Xansys] Orthotropic Material...
john.deibler1

Replies: 10
Views: 16623

PostForum: XANSYS   Posted: Fri Mar 16, 2012 4:15 pm   Subject: [Xansys] Orthotropic Material...
Thanks guys for the clarification! You are correct. I should have noted that my reposted answer was (as I recall) in the original context of a user reviving an ancient ANSYS model & wanting to k ...
  Topic: [Xansys] Orthotropic Material...
john.deibler1

Replies: 1
Views: 1733

PostForum: XANSYS   Posted: Fri Mar 16, 2012 1:51 pm   Subject: [Xansys] Orthotropic Material...
Well, I could follow the spirit of today's earlier advice & insist that you search the XANSYS archives! Or I could simply repost the answer:

GXY = EX*EY/(EX+EY+2*NUXY*EX)
GYZ = EY*EZ/(EY+EZ+2* ...
  Topic: [Xansys] [FTT_SPAM] - Drop Test in Ansys Classic
john.deibler1

Replies: 20
Views: 27201

PostForum: XANSYS   Posted: Thu Feb 23, 2012 10:22 am   Subject: [Xansys] [FTT_SPAM] - Drop Test in Ansys Classic
As a modeler I've long advocated testing. BUT, I'm convinced it's just as easy to generate garbage with a test as it is with ANSYS! Chris' question remains, "how you'd prove that the results we ...
  Topic: [Xansys] [STRUC] SECWRITE nodal coordinates in YZ plane
john.deibler1

Replies: 2
Views: 1800

PostForum: XANSYS   Posted: Fri Feb 17, 2012 10:54 am   Subject: [Xansys] [STRUC] SECWRITE nodal coordinates in YZ plane
I've not done much with beam cross sections, but I would understand "Y coordinate of the node, and the Z coordinate of the node" to be in the beam coordinate system, not the global coordinat ...
  Topic: [Xansys] Nlgeom,on in Workbench
john.deibler1

Replies: 9
Views: 10865

PostForum: XANSYS   Posted: Fri Feb 17, 2012 10:38 am   Subject: [Xansys] Nlgeom,on in Workbench
Sorry, can't help you with WB but in Classic (i.e. Mechanical APDL):

/POST1
FILE,fname,ext
SET,Lstep,Sbstep etc.

And you're in business - no db file needed.

John Deibler
Pacific Northwest National ...
  Topic: [Xansys] [APDL] AL gives different results depending on orde
john.deibler1

Replies: 2
Views: 2878

PostForum: XANSYS   Posted: Fri Feb 10, 2012 11:55 am   Subject: [Xansys] [APDL] AL gives different results depending on orde
Makes me feel positively juvenile! (My first ANSYS model was 1982) Besides, with all due respect to my friend Brian (yes, I can still say NGEN), those of us in the Inland Northwest, on the east side ...
  Topic: [Xansys] Licensing Issue
john.deibler1

Replies: 4
Views: 4554

PostForum: XANSYS   Posted: Tue Jan 31, 2012 9:34 am   Subject: [Xansys] Licensing Issue
The new license manager also checks the date of TECS for that license in your license file and will not run any version of ANSYS newer than that. So, even if you have a permanent license but your TEC ...
  Topic: ESOL PENE
john.deibler1

Replies: 6
Views: 6393

PostForum: XANSYS   Posted: Mon Dec 26, 2011 11:17 am   Subject: [Xansys] ESOL PENE
Plotting contact element status: esol,,,,cont,stat and contact gap: esol,,,,cont,gap will often provide additional clues as to what is happening. But more likely, I'm guessing your contact elements ...
  Topic: [Xansys] [OTHER] Is ANSYS a Productive Tool for Mechanical E
john.deibler1

Replies: 19
Views: 21834

PostForum: XANSYS   Posted: Wed Dec 14, 2011 10:28 am   Subject: [Xansys] [OTHER] Is ANSYS a Productive Tool for Mechanical E
http://en.wikipedia.org/wiki/Liebherr_T_282B

John Deibler
Pacific Northwest National Laboratory

"All models are wrong, some models are useful"

-----Original Message-----
From: xansys-boun ...
  Topic: [Xansys] [OTHER] Is ANSYS a Productive Tool for Mechanical E
john.deibler1

Replies: 19
Views: 21834

PostForum: XANSYS   Posted: Wed Dec 14, 2011 10:13 am   Subject: [Xansys] [OTHER] Is ANSYS a Productive Tool for Mechanical E
It just doesn't appear that putting ANSYS in front of Design Engineers is a focus with ANSYS.

In defense of ANSYS Inc., I would say that this has been THE focus for the past 10 years or so. Workbe ...
 
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