ElMorris
Mechanical
- Jun 24, 2007
- 6
Hi again everybody.
As usual, the way ANSYS handles units is a good source of confusion. In my model i'm asuming that my dimensions are in meters, so if i have to input a node coordinate in (1x;2y) milimeters, i input (0.001x;0.002y) for being consistent with my units. But when i'm defining the material properties i don't get any results in a modal analysis. I guess maybe it's because the units i'm using at the time i'm defining material properties.
An example of what i'm doing at defining is this:
Preprocessor - Material Models - Material Model Number 1 - Density
Here for aluminium i input in SI: 2700 (kg/m^3)
And again:
Preprocessor - Material Models - Material Model Number 1 - Linear Isotropic - EX
Here, for aluminium, i input in SI: 70000 (MPa)
But the modal analysis doesn't returns any result!
Anyone can tell me what's wrong here???
Thank you very much.
As usual, the way ANSYS handles units is a good source of confusion. In my model i'm asuming that my dimensions are in meters, so if i have to input a node coordinate in (1x;2y) milimeters, i input (0.001x;0.002y) for being consistent with my units. But when i'm defining the material properties i don't get any results in a modal analysis. I guess maybe it's because the units i'm using at the time i'm defining material properties.
An example of what i'm doing at defining is this:
Preprocessor - Material Models - Material Model Number 1 - Density
Here for aluminium i input in SI: 2700 (kg/m^3)
And again:
Preprocessor - Material Models - Material Model Number 1 - Linear Isotropic - EX
Here, for aluminium, i input in SI: 70000 (MPa)
But the modal analysis doesn't returns any result!
Anyone can tell me what's wrong here???
Thank you very much.