CSR24
Guest
Hello everyone,
I'm a first-arm mechanical engineering student with ansys and I'm doing a project with the university.
I am trying to make a stress analysis with ansys workbench of a pressure vessel (press vessel) to be mounted on an offshore platform.
I did the model with dm, so I continued on static structural. As a first test I have inserted only the force of gravity, so the reaction forces on the supports (saddles) of the pressure vessel should be such as to then have reaction forces = 0.
I think I have correctly set the direction of gravity force to my model (direction -y) and expect that the y components of reaction forces on the saddles have towards opposite but same intensity and instead are greater than the weight of the vessel.
I tried to apply the weight of the container in one point (nodal force) and I got the balance I expected, but if I put gravity I can't. do you have any advice on how to try to fix this problem?
thanks in advance
I'm a first-arm mechanical engineering student with ansys and I'm doing a project with the university.
I am trying to make a stress analysis with ansys workbench of a pressure vessel (press vessel) to be mounted on an offshore platform.
I did the model with dm, so I continued on static structural. As a first test I have inserted only the force of gravity, so the reaction forces on the supports (saddles) of the pressure vessel should be such as to then have reaction forces = 0.
I think I have correctly set the direction of gravity force to my model (direction -y) and expect that the y components of reaction forces on the saddles have towards opposite but same intensity and instead are greater than the weight of the vessel.
I tried to apply the weight of the container in one point (nodal force) and I got the balance I expected, but if I put gravity I can't. do you have any advice on how to try to fix this problem?
thanks in advance