Author Affiliations
1Chang Guang Satellite Technology Co., Ltd., Changchun, Jilin 130102, China2Changchun Institute of Optics, Fine Mechanics and Physics, Chinese Academy of Sciences, Changchun, Jilin 130022, Chinashow less
Fig. 1. Schematic of positional relationship between primary and secondary mirrors
Fig. 2. Configuration of secondary mirror support structure. (a) Thin-walled tube type; (b) thin-walled tube truss combined type
Fig. 3. Size optimization strategy of main bearing system. (a) Main bearing structure; (b) tube wall structure; (c) limit force state of thin-walled tube; (d) truss cross-sectional configuration; (e) single truss limit force state
Fig. 4. 1st order shape of truss
Fig. 5. Stability detection device of CFRP truss structure
Fig. 6. Randomly scan vibration data
Fig. 7. Satellite remote sensing image
Fig. 8. Dynamic MTF curves
Structure type | Material | Mass /kg | Base frequency /Hz | Power /W |
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Cylinder type | TC4 | 4 | 288 | 5.2 | Cylinder/truss type | TC4 | 3 | 254 | 1.4 |
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Table 1. Comparison of performance parameters of secondary mirror support structure
Load | Parameter | X | Y | Z | |
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Gravity | Position /μm | 3.1 | 3.9 | 5.0 | Title /(″) | 2.6 | 2.9 | 0.7 | Thermal | Position /μm | 0.7 | 0.6 | 5.8 | Title /(″) | 0.9 | 1.1 | 1.2 |
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Table 2. Central position of subreflector changes in different directions under action of gravity and thermal loads
Frequency /Hz | X /μm | Y /μm | R /μm |
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186 | 0.05 | 0.24 | 0.25 | 220 | 0.02 | 0.10 | 0.10 | 287 | 0.30 | 1.82 | 1.84 | 493 | 0.01 | 0.29 | 0.29 |
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Table 3. Jitter results of visual axis in image plane coordinate system
Stage | Angle | Gravity load | Thermal load | Before vibration | After vibration |
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Initial | Pitch angle /(°) | 90.75215 | 90.53844 | 90.75215 | 90.64923 | Orientation /(°) | 0.00000 | 0.00000 | 0.00000 | 0.00000 | Final | Pitch angle /(°) | 90.75228 | 90.53864 | 90.75228 | 90.64938 | Orientation /(°) | 0.00011 | 0.00026 | 0.00011 | 0.00018 | /(″) | 0.468 | 0.720 | 0.468 | 0.540 | /(″) | 0.396 | 0.936 | 0.396 | 0.648 |
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Table 4. Stability test results of CFRP truss structure
Order | 1st | 2nd | 3rd | 4th |
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Test | 174 | 225 | 293 | 503 | Engineering | 186 | 220 | 287 | 493 |
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Table 5. Comparison of characteristic frequencies obtained by process engineering analysis and experimental testing in different ordersunit: Hz