. 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. |