After trying lots of diferent things I accidentally found the solution of this problem. The cause was the Firewall that was installed in my computer.
Vincen
The problem is solved. The force components I was looking for were SF1 SF2 SF3 as you have said. The problem was that I was using S4R elements and this 3 force components didn´t coincide with Nastran´s Fx Fy Fz. After changing to S4 elements this 3 force components were equal to Nastran´s...
Hi all
After reading the documentation I have a question : I´m using S4R shell elements and I want to get the element section forces and moments (3 forces + 3 moments) like when you write " FORCE(SORT1,REAL,BILIN)=ALL " in the .BDF file in NASTRAN. How can I do this????
Because after reading...
Hi all,
When all section force and moment components are printed in the .DAT file this is what I get:
ELEMENT PT FOOT- SF1 SF2 SF3 SF4 SF5 SF6 SM1 SM2 SM3
NOTE
(I´m using S4R shell elements)
Why appear 6 force components? (I thought that only 3 components should
appear, like with the moments)...
Hi again
Reading some threads, I have seen that buckling could be the cause of this error. The model is a thin sheet stiffened with a stringer(a T structural shape), and running a buckling analysis I´ve seen that it has 100 buckling modes before it reaches to the total applied load. Do you...
Thanks for the answer brep.I haven´t seen that thread in the abaqus yahoo group but I will search it in order to try to solve this problem.
In any case, I have tried runnig this analysis 3 or 4 times and in each attempt the error ocurred in diferent moments: the first time the error ocurred...
Hi all,
While the structural nonlinear anlysis was running, this message appeared and the analysis continued normally.
" Traceback (most recent call last):
File "Python/monitorMechanism.py", line 285, in read "
But later, when the 30% of the analysis was completed, this error ocurred and...
