cdcmd
Guest
Bye to all,
My question is this: Is there a way to control the reliability of the buckling load (or the buckling load factor) obtained from eigenvalue buckling analysis?
I had initially made this reasoning, but it was senseless: After calculating the blf, I multiply for my load (which for convenience I applied unitary therefore =1) and get the critical load, at this point I refer to the analysis of buckling applying this time the load obtained and no longer the unitary load.
I expected to get a blf=1.0 from that, which would then confirm that the previous one was just my critical load.
The point is that then reminding me of the table of the interpretation of blfs I have seen that this verification on the contrary is not possible to do it.
I add that I can't check with hand accounts like the eulero method, because the structure is complex, it's not a single auction. In fact, I also did hand calculations, but as I said they are not very indicative at this point.
is there a method to check or at least understand if you are going in the right direction?
Thank you.
My question is this: Is there a way to control the reliability of the buckling load (or the buckling load factor) obtained from eigenvalue buckling analysis?
I had initially made this reasoning, but it was senseless: After calculating the blf, I multiply for my load (which for convenience I applied unitary therefore =1) and get the critical load, at this point I refer to the analysis of buckling applying this time the load obtained and no longer the unitary load.
I expected to get a blf=1.0 from that, which would then confirm that the previous one was just my critical load.
The point is that then reminding me of the table of the interpretation of blfs I have seen that this verification on the contrary is not possible to do it.
I add that I can't check with hand accounts like the eulero method, because the structure is complex, it's not a single auction. In fact, I also did hand calculations, but as I said they are not very indicative at this point.
is there a method to check or at least understand if you are going in the right direction?
Thank you.