| NIKHEF
MT group
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DATE:
March, 2000
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Project ID:
LHC-B
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Document ID:
......
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| Subject:
Stress and displacement of Centerframe |
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Prepared by:
M.J. Kraan
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| Notes:
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Checked by:
Mr. M. Doets
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Reasons for FEA:
Reasons for developing a FEA model for the centerframe is:
To investigate the deformations and displacements.
Abstract:
The 2 detector support-frames (see load-picture) in which the silicon detectors halves are
mounted are supported on the Centerframe.
For installation reasons this frame
is standing on 3 legs.
We have investicate 5 different models to optimise the deflection. The goal is
to have less then 100 micron deflection.
Material data:
Material: Aluminium/Stainless Steel
Young's modules: 70.000 MPa / 210.000 MPa
Poisons ratio: 0.33
Shear Modulus: 26.3E3 MPa / 78E3 MPa
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FEA data:
Mesh type: ..
Load type: Pressure on Surface
Load Amplitude: 600N (total) ->>>>>>>>>>
Type of Solution: Linear Statics
Units: Length [mm] / Stress [Mpa]
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MODEL 1
| Geometry: | Stress [Mpa] | Deflection [mm] |
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The maximum deflection is 0.7mm
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MODEL 2
| Geometry: | Stress [Mpa] | Deflection [mm] |
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To decrease the deflection an open rib is added to the frame
The maximum deflection is 0.4mm
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MODEL 3
| Geometry: | Stress [Mpa] | Deflection [mm] |
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To investigate deflection with a "strong" rib,
a solid rib is calculated
The maximum deflection is 0.24mm
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MODEL 4
| Geometry: | Stress [Mpa] | Deflection [mm] |
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To stiffening the frame, some open plates are added
at the outside.
The maximum deflection is 0.38mm
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MODEL 5
| Geometry: | Stress [Mpa] | Deflection [mm] |
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Al |
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Stst |
To decrease the torsion, a hollow box is added at the rear of
the frame and the ribs are made more "solid".
Using Aluminium, the maximum deflection is 0.054mm
Using Stainless Steel, the maximum deflection is 0.018mm
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Conclusion:
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Model 5 showes that standing on 3 legs, deflections less
then 100 micron in the Centerframe is possible.
Next step is to optimise weight.
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