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pressure vessel exercises

  • Thread starter Thread starter picc
  • Start date Start date

picc

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Hello everyone, I would have some problems in calculating membrane efforts, and then tensions, in some types of tanks, such as those attached. In the case of the cylinder, in point a, I find a meridian membrane stress that goes infinity, and I do not understand how this is possible. Can anyone clarify my ideas?
 

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Sorry I was wrong. at the point I find a negative diaphragm stress, while for y=0 (i.e. on the bottom of the hemisphere tank) I find an infinite diaphragm effort.
 

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