Development and Evaluation of a Two-Dimensional Extension/Contraction-Driven Rover for Sideslip Suppression During Slope Traversal
Abstract
1. Introduction
2. 2DPPL Mechanism and Theoretical Analysis
2.1. About Driving Wheel-Soil Interaction
2.2. Resistance Force Between Wheel and Ground
2.3. Effectiveness of Wheelbase Modulation in Slope Traversal
2.4. Beam Extension and Contraction Method
2.5. Use of Screw Wheels
3. Measurement of Sideslip During Slope Traversal Experiments
3.1. Testbed
3.2. Experimental Environment and Condition
4. Results
5. Discussion
5.1. Discussion of Slope Traversal Experiment
5.2. Implications for Planetary Exploration
6. Conclusions and Future Work
- •
- A two-dimensional Push-Pull Locomotion (2DPPL) method, which combines beam extension/contraction and Archimedean screw wheels with wheelbase extension/contraction, was proposed and experimentally shown to significantly suppress sideslip during slope traversal compared to both normal (wheel-only) and APPL driving.
- •
- The experiments also showed that the 2DPPL method effectively prevented a decrease in attitude angle. However, both the APPL and 2DPPL method resulted in unintended increases in the attitude angle.
- •
- It was confirmed that beam extension/contraction induced wheel sinkage during the recovery motion, which contributed to increased ground support.
- •
- Optimization of recovery displacement and operation sequence.
- •
- Redesign of the beam extension and contraction mechanism.
- •
- Investigation of alternative screw wheel geometries.
- •
- Evaluation under reduced gravity conditions and with extraterrestrial regolith simulants.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Nomenclature
Modulus | Unit | Name of parameters |
- | Bottom area of soil wedge A | |
mm | Width of wheel | |
Lead angle | ||
kN/m2 | Soil cohesion | |
mm | Diameter of wheel | |
N | Net driving force | |
N | Driving force | |
N | Driving force of upper wheel | |
N | Driving force of | |
N | Total ground reaction force | |
N | Total ground reaction force (normal driving) | |
N | Total ground reaction force (APPL) | |
N | Total ground reaction force (4WAPPL) | |
N | Ground reaction force (uphill) | |
N | Ground reaction force (uphill, dynamic) | |
N | Force acting parallel to slope | |
N | Ground reaction force (downhill) | |
N | Ground reaction force (downhill, dynamic) | |
N | Total resistance force | |
N | Shear force acting on the underside of the wheel | |
N | Resistive force from soil deformation by the wheel | |
N | Lateral friction between wheel sidewall and soil | |
mm | Sinkage | |
m | Shear displacement | |
N/mn+1 | Pressure-sinkage modulus | |
m | Shear deformation modulus | |
N/mn+2 | Pressure-sinkage modulus | |
mm | Beam length | |
mm | Height of lug | |
mm | Width of lug | |
mm | Wheelbase length | |
N | Weight | |
- | Slip ratio | |
mm | Pitch | |
mm | Wheel radius | |
- | Slip ratio | |
mm/s | Wheel driving velocity | |
Wheel angle | ||
Wheel contact angle | ||
Angle of the maximum normal stress | ||
Wheel exit angle | ||
N/m2 | Normal stress | |
N/m2 | Shear stress | |
rad/s | Angular velocity |
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Modulus | Value | Unit | Name of Parameters |
---|---|---|---|
(max) | 640 | mm | Maximum wheelbase length |
(min) | 560 | mm | Minimum wheelbase length |
(max) | 560 | mm | Maximum beam length |
(min) | 480 | mm | Minimum beam length |
- | 565 × 690 × 285 | mm | Rover width, length, and height |
M | 120.5 | N | Weight |
Modulus | Value | Unit | Parameter |
---|---|---|---|
140 | mm | Diameter of wheel | |
80 | mm | Width of wheel | |
12.5 | mm | Height of lug | |
5 | mm | Width of lug | |
40 | mm | Pitch | |
4.6 | Lead Angle |
Description | Value |
---|---|
Motion capture system | OptiTrack |
Software | Motive 2.2.0 |
Analysis software | SKYCOM 2.2.2 |
Motive camera | Prime 13 (Acuity Inc., Tokyo, Japan) |
Calibration wand | CW-500 (Acuity Inc., Tokyo, Japan) |
Calibration Square | CS-200 (Acuity Inc., Tokyo, Japan) |
Description | Unit | Value |
---|---|---|
Bulk density | g/cm3 | 1.29–1.31 |
Angle of repose | 33 | |
Internal friction angle | 22.3 [18] | |
Cohesion | N/m3 | 761.8 |
Shear deformation modulus | m | 0.001–0.025 [19] |
Mean particle size | mm | 0.59 |
Item | Unit | Value |
---|---|---|
Soil | - | Silica sand No. 5 |
Slope angle | 20 | |
Driving methods | - | Normal, APPL, 2DPPL |
Traveling distance | mm | 500 |
Trial | - | 5 |
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Share and Cite
Sagara, K.; Fujiwara, D.; Iizuka, K. Development and Evaluation of a Two-Dimensional Extension/Contraction-Driven Rover for Sideslip Suppression During Slope Traversal. Aerospace 2025, 12, 699. https://doi.org/10.3390/aerospace12080699
Sagara K, Fujiwara D, Iizuka K. Development and Evaluation of a Two-Dimensional Extension/Contraction-Driven Rover for Sideslip Suppression During Slope Traversal. Aerospace. 2025; 12(8):699. https://doi.org/10.3390/aerospace12080699
Chicago/Turabian StyleSagara, Kenta, Daisuke Fujiwara, and Kojiro Iizuka. 2025. "Development and Evaluation of a Two-Dimensional Extension/Contraction-Driven Rover for Sideslip Suppression During Slope Traversal" Aerospace 12, no. 8: 699. https://doi.org/10.3390/aerospace12080699
APA StyleSagara, K., Fujiwara, D., & Iizuka, K. (2025). Development and Evaluation of a Two-Dimensional Extension/Contraction-Driven Rover for Sideslip Suppression During Slope Traversal. Aerospace, 12(8), 699. https://doi.org/10.3390/aerospace12080699