.


:




:

































 

 

 

 


Utility MENU → File → Save as jobname




 

  . 2.9. -  

 

7.

400 0.

MAIN MENU → SOLUTION → DEFINE LOADS → APPLY → THERMAL → TEMPERATURE → On Areas.

Apply TEMP on Areas. ( ) : ( - ↑ ) → OK.

Apply TEMP on Areas. TEMP, VALUE 400 → OK.

100 0.

( ) .

( ). - . , .

MAIN MENU → PREPROCESSOR → LOADS → DEFINE LOADS →
→ APPLY → STRUCTURAL → Displacement → On Areas →
.

Apply U,ROT on Areas. → OK. OZ. UZ. VALUE 0. → OK.

 

. 2.10.  

 

MAIN MENU → PREPROCESSOR → LOADS → DEFINE LOADS →
→ APPLY → STRUCTURAL → Displacement → On Areas →
.

→ OK.

OX. UX.
VALUE = 0. → OK.

MAIN MENU → PREPROCESSOR → LOADS → DEFINE LOADS →
→ APPLY → STRUCTURAL → Displacement → On Areas →
.

→ OK.

UY. VALUE = 0. → OK.

8.

MAIN MENU → SOLUTION → SOLVE → CURRENT LS → ( . file → close) → OK. Nonlinear Solution, Solution is done!

→ close. . 2.10.

 

9.

MAIN MENU → GENERAL POSTPROC → PLOT RESULTS → CONTOUR PLOT → NODAL SOLU → DOF SOLUTION, Temperature TEMP → OK.

. 2.11.

 

. 2.11.

 

.

MAIN MENU → GENERAL POSTPROC → PLOT RESULTS → CONTOUR PLOT → NODAL SOLU → Stress → von Mises stress → OK.

. 2.12.

 

. 2.12.

 





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