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#1 |
New Member
Amr
Join Date: Sep 2011
Posts: 2
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hi every one,
I am asking how to manage pressure direction. As i know that prssure will be applied normal to the element or area, what if i want to keep vertical direction which is parallel to gravity load. Please see the figure below. Thank you ![]() |
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#2 |
Senior Member
Stuart Buckingham
Join Date: May 2010
Location: United Kingdom
Posts: 267
Rep Power: 26 ![]() ![]() |
Not sure I follow. Pressure is a scalar quantity, and therefore has no direction
Stu |
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#3 |
New Member
Amr
Join Date: Sep 2011
Posts: 2
Rep Power: 0 ![]() |
Thank you Stu
As you can see in the figure above that the pressure's direction is vertical downward. I followed: ANSYS Main Menu>Solution> Define Loads>Apply>Structural>Pressure>On Elements But it gave me only normal-to-element pressure on the shell elements I think there is a way I don't know to apply loading as shown in the figure |
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#4 |
Senior Member
Stuart Buckingham
Join Date: May 2010
Location: United Kingdom
Posts: 267
Rep Power: 26 ![]() ![]() |
I beleive you are referring to the Ansys FEA solver. This forum is for Computational Fluide Dynamics, and so I don't think you will get much help from any of us sorry.
There must be a support forum for Ansys FEA somewhere else, try searching in google. Otherwise the Ansys Technical Support Team are always very helpful. Stu |
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