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Magnetic Analysis. Jin-Young Jung. Quarter period model for HXU. Pole width : 4.2 cm Pole height : 2.74 cm Pole thickness: 0.53 cm PM width : 5.5 cm PM height : 3.39 cm PM thickness : 1.07 cm . Quarter period model for SXU. Pole width : 4.2 cm Pole height : 5.04 cm - PowerPoint PPT Presentation
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Magnetic Analysis
Jin-Young Jung
1
Quarter period model for HXU
Slide 2
•Pole width : 4.2 cm•Pole height : 2.74 cm•Pole thickness: 0.53 cm•PM width : 5.5 cm•PM height : 3.39 cm•PM thickness : 1.07 cm
Quarter period model for SXU
Slide 3
•Pole width : 4.2 cm•Pole height : 5.04 cm•Pole thickness: 1.01 cm•PM width : 6.6 cm•PM height : 6.24 cm•PM thickness : 1.74 cm
Magnetic field and field roll off
Slide 4
HXU requirement
gap (mm) Beff (T) ∆B/B at x=0.4 mm ∆B/B7.2 1.28 *1.0E-05±1.9x10-6 5.4E-0520 0.29 6.7E-06±5.1x10-6 5.4E-05
* uses finer meshSXU requirement
gap (mm) Beff (T) ∆B/B at x=0.4 mm ∆B/B7.2 1.91 2.3E-05±2.6x10-6 1.5E-0436 0.25 3.2E-05±2.3x10-6 1.5E-04
• For calculation accuracy, results using finer mesh (mesh size: 0.05 mm in air gap region) are compared with the current model using less finer mesh (mesh size: 0.1 mm in air gap region) . • It shows there is not much difference in Beff (~0.1%) between the two models. • For better accuracy, it may need much finer mesh but it will take lots of computation time. (The finer mesh model took two days for computation.)
B effective
Slide 5
End design
Slide 6
• HXU end design is performed.
• HXU end for 10 mm gap is optimized and then applied for 7.2 mm gap and 20 mm gap.
• Scalar potential is normalized for the poles.
• SXU end using the HXU end design configuration is calculated for preliminary dimensions of the quote.
End design geometry for 10 mm gap HXU
Slide 7
• 2d results are compared with 3d and it has close match. • For optimization purpose and reducing computation time, 2d calculation is used.• 3d calculation for confirmation and full SXU design are not completed yet.
PM #1 PM #7PM #6PM #5PM #4PM #3PM #2
pole #1 pole #7pole #6pole #5pole #4pole #3pole #2
Scalar potential for poles (10 mm gap HXU)
Slide 8
pole #1 pole #2 pole #3 pole #4 pole #5 pole #6 pole #7entrance kick
(mTm)
Ideal scalar potential 1 -1 1 -1 0.75 -0.25 0 0
model scalar potential 1 -1.000 0.999 -1.018 0.758 -0.243 0.003 0.529
Second integral for 10 mm gap (HXU)
Slide 9
-0.2 -0.15 -0.1 -0.05 0 0.05 0.1 0.15 0.2
-4.00E-05
-3.00E-05
-2.00E-05
-1.00E-05
0.00E+00
1.00E-05
2.00E-05
3.00E-05
4.00E-05
2nd integral (HXU, 10 mm gap)
z (m)
2nd
inte
gral
(Tm
2)
internal kick: 0.528 mTm
internal shift: 15.6 mTm2
(requirement: ± 50 mTm2)displacement: 6.9 mTm2
Second integral for 7.2 mm gap (HXU)
Slide 10
-0.2 -0.15 -0.1 -0.05 0 0.05 0.1 0.15 0.2
-1.00E-04
-8.00E-05
-6.00E-05
-4.00E-05
-2.00E-05
0.00E+00
2.00E-05
4.00E-05
6.00E-05
2nd integral (HXU, 7.2 mm gap)
z (m)
2nd
inte
gral
(Tm
2)
internal kick: -11 mTm
internal shift: -23.8 mTm2
(requirement: ± 50 mTm2)
displacement: 6.8 mTm2
Second integral for 20 mm gap (HXU)
Slide 11
-0.2 -0.15 -0.1 -0.05 0 0.05 0.1 0.15 0.2
-2.00E-05
-1.00E-05
0.00E+00
1.00E-05
2.00E-05
3.00E-05
4.00E-05
5.00E-05
6.00E-05
7.00E-05
8.00E-05
2nd integral (HXU, 20 mm gap)
z (m)
2nd
inte
gral
(Tm
2)
internal shift: 72.6 mTm2
(requirement: ± 50 mTm2)
internal kick: 18 mTm
displacement: 5.7 mTm2
End design performance vs. gap
Slide 12
• Due to the variations of Br values in end blocks, tuning is required for end poles.
7.2 mm gap
pole #1 pole #2 pole #3 pole #4 pole #5 pole #6 pole #7entrance kick
(mTm)
scalar potential 1 -1.000 0.999 -1.015 0.754 -0.249 0.006 -11
10 mm gap
pole #1 pole #2 pole #3 pole #4 pole #5 pole #6 pole #7entrance kick
(mTm)
scalar potential 1 -1.000 0.999 -1.018 0.758 -0.243 0.003 0.529
20 mm gap
pole #1 pole #2 pole #3 pole #4 pole #5 pole #6 pole #7entrance kick
(mTm)
scalar potential 1 -1.002 0.996 -1.024 0.769 -0.232 -0.001 18
Cost related to block size
Slide 13
• Peak field vs. pole block size: For higher magnetic field, much larger block volume is needed. Primary cost differential will be due to increased block volume Cost will approximately scale with pole height
HXUPole height Beff
125% +2.4%100% 100%75% -6.7%50% -19.0%
SXUPole height Beff
125% +1.4%100% 100%75% -2.9%50% -12.2%
50% 75% 100% 125%0.800
0.850
0.900
0.950
1.000
1.050
HXU SXU
Pole Height
B/B1
00
Appendix
Slide 14
Sensitivity matrix for perturbations in 1% Br change (HXU)
Slide 15
PM #5 Br -1% 10 mm gap
pole #1 pole #2 pole #3 pole #4 pole #5 pole #6 pole #7entrance kick
(mTm)
scalar potential 1 -0.999 1.001 -1.012 0.752 -0.245 0.002 -13.5
PM #6 Br -1% 10 mm gap
pole #1 pole #2 pole #3 pole #4 pole #5 pole #6 pole #7entrance kick
(mTm)
scalar potential 1 -1.000 0.998 -1.019 0.755 -0.24 0.005 0.6
PM #7 Br -1% 10 mm gap
pole #1 pole #2 pole #3 pole #4 pole #5 pole #6 pole #7entrance kick
(mTm)
scalar potential 1 -1.000 0.999 -1.018 0.758 -0.242 0.002 0.24