|
Plate
Dimensions and Properties
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Variable
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Simulation
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Radius, a
(mm) =
|
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150
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Thickness, t
(mm) =
|
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1.5
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|
Modulus of
elasticity, E (N/mm^2) =
|
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200000
|
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Poisson
ratio, v =
|
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0.29
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Total area
(mm^2) =
|
|
|
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Loading
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Loading
pressure, q (N/mm^2) =
|
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1
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Inner radius
limit of loading, ro (mm) =
|
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50
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Total load
applied to the plate (N) =
|
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-
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Outer Boundary Support:
|
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Simply Supported:
|
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Center
Displacement, dc (mm) =
|
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-342
|
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Slope Outer
Boundary, ta (radians) =
|
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-
|
|
Bending
Moment Center, Mc (N-mm/ mm) =
|
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-
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Bending
Stress Center (N/mm^2) =
|
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-
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Fixed
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Center
displacement, fdc (mm) =
|
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-83.173
|
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Bending
Moment Center, fMc (N-mm/mm) =
|
|
-
|
|
Bending
Moment Outer Fixed Edge fMa (N-mm/mm) =
|
|
-
|
|
Bending
Stress Center (N/mm^2) =
|
|
-
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Bending
Stress Outer Fixed Edge (N/mm^2) =
|
|
-
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