I'm trying to figure out how surface variable loads are defined by functions in a cylindrical coordinate system.
I tried a simple test. Make a cylindrical coordinate system with the origin at the top of the tank, and the positive Z pointing to the bottom.
I then applied a surface variable load to the shell wall. The function is R = s, therefor the pressure should increase from 0 to 6.3 as it goes around the tank.
The Variable Load Viewer confirms what I want to achieve.
But when I run the model, the pressure increases to pi radians (180 deg) in the positive and negative directions.
I was expecting it to steadily increase positively all around the tank.
Anybody have an Idea why it splits?
I'm trying to figure out how surface variable loads are defined by functions in a cylindrical coordinate system.
I tried a simple test. Make a cylindrical coordinate system with the origin at the top of the tank, and the positive Z pointing to the bottom.
I then applied a surface variable load to the shell wall. The function is R = s, therefor the pressure should increase from 0 to 6.3 as it goes around the tank.
The Variable Load Viewer confirms what I want to achieve.
But when I run the model, the pressure increases to pi radians (180 deg) in the positive and negative directions.
I was expecting it to steadily increase positively all around the tank.
Anybody have an Idea why it splits?
By changing the equations to ABS(s) I can get it positive both ways. But I'm still not sure why it counts up to pi radians in each direction.
By changing the equations to ABS(s) I can get it positive both ways. But I'm still not sure why it counts up to pi radians in each direction.
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