Thanks for the reply, I tried adding it as a command block on the solution tab, but It did not returned me anything. What can I be doing wrong?
What I want is to define a set of points , (x,y,z) and get the stress tensor for each point.
Thanks for the answer. But unfortunately I did not quite understood it.
I have no experience with mechanical ADPL coding. I'm using Workbench Mechanical and don't know what to do with this code, I tried inserting it on the command prompt on the solution tab, but it did not returned me any results.
Hi,
I'm trying to obtain the stress tensor along a straight line, I managed to obtain the stress tensor of all nodes, but I need to know the number of the nodes in order to extract the result. Is there a simpler way to do this? If possible, like a linearized stress, but instead of obtaining...
I was hoping that the sec VIII div I code, would stablish that for me, based on the stresses. Anyway, I will have a further look at this issue. Can you please tell me where this U-2(g) article was published? I didn't found it.
TSG4 , Thanks for the reply. So, what you say in your post is that I should analyse using the parameters set by division II, In that case, my allowable stresses won't be the ones declared in UG-23, but those stated on the division II even though the vessel was designed by division I, is that...
Yes, I understand that, what is confusing to me is the definition of of primary and secondary stresses. I confess I still haven't looked any codes other than the SEC VIII div I, but I haven't found the definition for these stresses on that part of the code. Is the opening considered a...
Hello,
I'm perfoming a FEA on a ASME SEC VIII DIV I Pressure Vessel, since this division is basically a cookbook and rule of thumb based, I'm not sure if the results I obtained from ansys are allowable for this vessel, on UG-23 I became on doubt if these stresses are limited by 1.5 S or 3S, can...
