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[[Category:Statik]] | [[Category:Statik]] | ||
== | ==Problem Formulation== | ||
Ok, tutorial videos should not be longer than - say - 10 minutes. This video is '''72 minutes''' long! | |||
My excuse is: I wanted to record a complete solution procedure including a wrong approach with its remedy and including solution steps outside of ANSYS<sup>©</sup>. | |||
<onlyinclude> | <onlyinclude> | ||
[[Datei: | [[Datei:FEM1-01.png|mini|Lageplan]] | ||
Using ANSYS workbench, decide upon the wall-thickness of a pressure-vessel subject to a differential internal pressure of ''p''=1 bar. Let | |||
::<math>R_{P0.2} = 2.8\text{E}8 \frac{\displaystyle N}{\displaystyle m^2} \text{ ; safety factor: } s=2.</math> | |||
</onlyinclude> | </onlyinclude> | ||
The vessel geometry shall be defined by | |||
::<math>\begin{array}{ccc} | |||
r_1&=&180 \; mm\\ | |||
r_2&=&50 \; mm\\ | |||
h_1&=&200 \; mm\\ | |||
\end{array} | |||
</math> | |||
[[Datei:FEM1-02.png|mini|Geometrie des Druckbehälters]]<br clear="all"/> | |||
'''Links''' | '''Links''' |
Version vom 8. März 2021, 19:22 Uhr
Problem Formulation
Ok, tutorial videos should not be longer than - say - 10 minutes. This video is 72 minutes long! My excuse is: I wanted to record a complete solution procedure including a wrong approach with its remedy and including solution steps outside of ANSYS©.
Using ANSYS workbench, decide upon the wall-thickness of a pressure-vessel subject to a differential internal pressure of p=1 bar. Let
The vessel geometry shall be defined by
Links
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Literature
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