The Total deformation of my onshore wind turbine model is not changine when I am changing the cohesion, angle of internal friction and unit weight of the soil.
Therefore I tried to check reaseon of the error on a sample model made of steel by changing material propertiies of Steel. The load of 945 Pa is constant. The bottom of the model is fixed but the total Deformation of the top face of the model is not changing when changing the material properties as in the table attatched.
ANSYS, ANSYS Workbench, Steel, Wind turine
Ensure sure that the material for which you are changing the properties is the one assigned to the structure being analyzed.
And just to add: For a linear static analysis, Young's modulus and the Poisson's ratio are the two material data that will likely influence the "Total Deformation". So, you should probably just limit your variations to those.
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