Tagged: earthquake, explicit-dynamics, pressure, tank, water
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March 13, 2022 at 12:21 pm
harsf
SubscriberI have modeled a water tank to observe the sloshing behavior due to earthquakes. I need to get the pressure variation along wall at a certain time with its height of wall (height vs pressure). I have used user-defined result pressure to get the variation. But I am uncertain of the results as it has higher positive and negative values in (Pa) for pressure. Is this correct or is there any other method to get the pressure values on wall.
March 14, 2022 at 3:24 pmRam Gopisetti
Ansys Employeecan you show us the material properties of water used and post the pressure in the normal direction , negative pressures are acceptable in this cases.
Cheers, Ram
March 14, 2022 at 8:34 pmChris Quan
Ansys EmployeeSince you are looking for water pressure on the structure, the geometry being scoped to should be in water, not on the structure.
You need to create local coordinate systems in water and place them very close to the structure surface.
Then right click on Solution Information to insert point results trackers of pressure. Local coordinate systems are used to place these results trackers.
Finally, run your model. When the simulation has completed, you will see time history of pressure at the selected locations of water.
March 15, 2022 at 2:47 pmharsf
SubscriberIn the Initial post, there are pressure variation figures on wall and along the internal vertical edge of the wall. Here, I have attached the water properties and the pressure on the other wall (Pressure Y). I also have attached the mech.dat file too.
Is negative pressure on walls due to water in an earthquake is acceptable? any reasons? can you explain or send me a reference to refer pls
March 15, 2022 at 2:58 pmharsf
SubscriberHi I will do the suggestion you made and I will update you. Thank you
March 17, 2022 at 6:28 amharsf
SubscriberHi, In the Initial post, there are pressure variation figures on wall and along the internal vertical edge of the wall. Here, I have attached the water properties and the pressure on the other wall (Pressure Y). I also have attached the mech.dat file too.
Is negative pressure on walls due to water in an earthquake is acceptable? any reasons? can you explain or send me a reference to refer pls.
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