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Section definition influences the finite element size?

I have a doubt regarding the next situation: I'm using a 2D shell deformable part with a solid homogeneous section (plane stress/strain thickness ratio=100) in a standard analysis (static general/static Riks). Should be in this case my mesh always bigger or equal to 100?

Is the plane stress/strain thickness ratio size influencing the minimum finite element size in ABAQUS? 

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