So the purpose of this analysis was to find values of displacement and stress only for bases of the vessel, right ? Because when you constrain 3 translations of that side wall you prevent it from expanding in 3 directions because of applied pressure.
So the purpose of this analysis was to find values of displacement and stress only for bases of the vessel, right ? Because when you constrain 3 translations of that side wall you prevent it from expanding in 3 directions because of applied pressure.
could you please simulate water inside , and apply horizontal force.
it will be useful.