D.Addari
Aerospace
- Jul 8, 2018
- 2
Hi,
I have a model built in APEX and converted in Patran comprising of 40+ components, and I need to perform a thermal-structural analysis on it in Nastran.
The temperature of the elements are calculated using another software (ESATAN-TMS), and the results are provided as nodal temperatures (each thermal node in ESATAN corresponds to the centre of a structural element in NASTRAN). From the Nastran handbook, I see I can apply temperature loads to elements using TEMPF card, meaning I am able to convert the thermal node temperature to a load temperature on the structural element at a specific instant for all the components in the FEM.
The problem is that I can only define one TEMPERATURE(INITIAL) and TEMPERATURE(LOAD) sets in a NASTRAN executive file, whereas I need 40+ INITIAL and LOAD subsets.
In short I need to:
- taken the lower temperature for each component from the worst cold case scenario from the thermal analysis, assign them as initial conditions to the structural FEM
- taken the highest temperature for each component from the worst hot case scenario from the thermal analysis, assign them as the load (end) conditions to the structural FEM
Any help is extremely appreciated.
Thanks,
Dan
I have a model built in APEX and converted in Patran comprising of 40+ components, and I need to perform a thermal-structural analysis on it in Nastran.
The temperature of the elements are calculated using another software (ESATAN-TMS), and the results are provided as nodal temperatures (each thermal node in ESATAN corresponds to the centre of a structural element in NASTRAN). From the Nastran handbook, I see I can apply temperature loads to elements using TEMPF card, meaning I am able to convert the thermal node temperature to a load temperature on the structural element at a specific instant for all the components in the FEM.
The problem is that I can only define one TEMPERATURE(INITIAL) and TEMPERATURE(LOAD) sets in a NASTRAN executive file, whereas I need 40+ INITIAL and LOAD subsets.
In short I need to:
- taken the lower temperature for each component from the worst cold case scenario from the thermal analysis, assign them as initial conditions to the structural FEM
- taken the highest temperature for each component from the worst hot case scenario from the thermal analysis, assign them as the load (end) conditions to the structural FEM
Any help is extremely appreciated.
Thanks,
Dan