Hello,
I am trying to apply transient temperature fields from HYDRA in ASE and extract the structural response for different time steps.
In ASE I create load cases using:
loop#i #lf_n+1
if #i>0
STO#ilf (#ilf+1)
syst prob line
STO#mt #time(#i+36)
LET#RET XLS.WRITE(#i+2,4,#mt)
lf #plf+#ilf EGY 1.0 FAKT #lf_fak TYP T BEZ #lf_fak
TEMP NR T1 T2 NRG FAKT
31 #mt #mt - 1
According to the documentation, when T1 = T2, the temperature field at this time should be applied.but the extracted structural results (displacements) are exactly identical for all time steps. Could you give me some hint how to solve this problem?
P.S.I am using Sofistik 2023.
Kind regards,
Sanaz