Hello,
First of all, I checked the equations used to generate the curves: both codes have the same equations to generate the MPC stress-strain curves.
And what I didn't understand is what I wrote some posts above (reproduced here again):
"STEP 2 – Determination of the Proportional Limit
The...
Hello,
This is the example "4.6 Example Problem E-KD-2.2.4 – Generate a Stress-Strain Curve for Use in Elastic-Plastic Finite Element Analysis" from the book ASME PTB-5 (2013): ASME Section VIII – Division 3 Example Problem Manual".
This is the data from this example:
4.6 Example Problem...
Hello TGS4,
First of all, when I meant "I've read one post..." I was talking about your post (coincidence!!!) [smile]
So, my doubt arisen after I read the ASME III Examples Manual.
In the example 4.6 of this manual, the stress-strain curve is calculated.
And in step 2 it is calculated the...
Hello again,
I've read one post where it was being caught the proportional limit for a plastic strain of 1e-6.
Is this make sense (I mean, is it written in ASME or wherever else?) or is just an arbitrary small plastic strain value?
Thanks a lot!
_______________________________
Hervandil...
Hello guys,
ASME Annex 3.D has some equations that can be used to create True Stress X True Strain curves for several classes of materials.
No problem putting them on an Excel.
I'll start my doubt showing a piece of an example that I have generated with these equations (just what I believe to...
Hello,
So, as I told you before, the model is a large pressure vessel with a dent in a region, with pressure, hidrostatic pressur, wind and self-weight loads.
I use Workbench 14.5. This version uses by default element SHELL181. The pressure loads are applied through skin elements (SURF154, if...
Dear cvan42,
Thanks for your reply. I had already tried the stabilization option, without any success.
But, while doing my reasearches, I figured out that I was having a numerical issue, named locking. The deformations were so high, that the elemento could not rotate, despite they could...
Hello sirs,
Maybe I can have some help on this issue...
I'm running na elastoplastic shell model, using large displacement effects.
This analysis is a plastic colapse analysis, so, the loads are magnified according to some API 579 (Fitness for service ) rules.
I have done this kind of analysis...
Dear users,
Is there any way (a freeware software) to convert a Design Modeler agdb file to iges??
The reazon is my Ansys license doesn't allow any other type of file but iges. And I don't have design modeler.
Thanks, and best regards.
_______________________________
Hervandil Sant'Anna
Petrobras
