I would like to ask if there is a simple method to simulate the weight of water on the interan walls of an open tank (only gravity, atmospheric pressure).
Should I use remote mass?
Non uniform pressure distribution.
Or leave the water component modeled, make it verrrrrry soft with the appropriate density. This would have to be checked. Non uniform is the best method.
Thanks Jared, I'll try it. In non uniform pressure distribution I have to enter rhe equation for the pressure, linear increasing from the free surface (where the pressure is zero related to atmospheric pressure) to the bottom of the tank, right?
Modeling the water volume is a bit confusing, SW ask me for the elastic modulus to insert, and I don't know what value is correct, maybe a very low modulus?
Thank you very much, appreciate it.
from my post "make it verrrrrry soft", so yes, a very low elastic modulus.
but you've got the idea for the non uniform pressure distribution.
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