Research on Two-Round Self-Balancing Robot SLAM Based on the Gmapping Algorithm
Abstract
:1. Introduction
2. Design of a Self-Balancing Mobile System for the Inspection Robot
2.1. Overall Mechanical Structure Design of the Inspection Robot
2.2. Statics Analysis of Two-Wheel Self-Balancing Mechanical Structures
2.2.1. Force Analysis of Head Structure of Two-Wheel Self-Balancing Robot
2.2.2. Force Analysis of Bottom Structure of Two-Wheel Self-Balancing Robot
3. Modeling and Analysis of the Two-Wheel Self-Balancing Robot System
3.1. Force Analysis of the Two-Wheel Self-Balancing Model
3.2. Modeling and Analysis of the Two-Wheel Self-Balancing Robot System
3.3. Design of the Self-Balancing Algorithm for the Two-Wheel Robot
3.3.1. Two-Wheel Self-Balancing Robot Upright Ring Control
3.3.2. Two-Wheel Self-Balancing Robot Speed Loop Control
4. Research on Two Rounds of the Self-Balancing Robotic LiDAR SLAM
4.1. Two Rounds of the Self-Balancing Laser SLAM Research
4.2. Two-Wheel Self-Balancing Robotic LiDAR Sensor
4.3. Research on the Gmapping Algorithm of the Two-Wheel Self-Balancing Robot Based on the 2D LiDAR
4.3.1. Particle Filter
4.3.2. The Gmapping Algorithm Based on RBPF
4.4. A Simulation Experiment of the Inspection Robot Based on the Gmapping Algorithm
5. The Experiment and Analysis of the Two-Wheel Self-Balancing Inspection Robot
5.1. Test and Analysis of the Robot Self-Balancing Algorithm
5.1.1. Pose Test of Robot at Rest
5.1.2. Posture Experiment in a Self-Balancing Stable State
5.1.3. Robot Attitude Experiment after Adding the Load
5.2. Map Construction Experiment of the Two-Wheel Self-Balancing Robot
6. Discussion
7. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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The Material Properties | The Parameter Value | Unit |
---|---|---|
Modulus of Elasticity | 2.05 × 1011 | N/m2 |
Poisson’s Ratio | 2.9 × 10−1 | None |
The Shear Modulus | 8 × 1010 | N/m2 |
Mass Density | 7.858 × 103 | kg/m3 |
The Tension Strength | 4.25 × 108 | N/m2 |
The Yield Strength | 2.82685 × 108 | N/m2 |
The Material Properties | The Parameter Value | Unit |
---|---|---|
Modulus of Elasticity | 1.18 × 1011 | N/m2 |
Poisson’s Ratio | 3.35 × 10−1 | None |
The Shear Modulus | 3.32 × 109 | N/m2 |
Mass Density | 2.0 × 103 | kg/m3 |
The Tension Strength | 3.0 × 107 | N/m2 |
The Yield Strength | 1.5 × 108 | N/m2 |
Name | Type | The Minimum Value | The Maximum Value |
---|---|---|---|
Stress | VON: von Mises | 0 N/m2 | 1.29208 × 106 N/m2 |
The Displacement | URES | 0 mm | 1.54699 ×10−2 mm |
Strain | ESTRN | 0 | 7.60008 × 10−6 |
Name | Type | The Minimum Value | The Maximum Value |
---|---|---|---|
Stress | VON: von Mises | 1.48067 × 103 N/m2 | 4.2585 × 106 |
The Displacement | URES | 0 mm | 1.35066 × 10−2 mm |
Strain | ESTRN | 1.27093 × 10−8 | 2.06188 × 10−5 |
Measurement Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
A | 1 | 400 | 393.2 | 6.8 | 1.7% |
B | 2 | 200 | 204.4 | 4.4 | 2.2% |
C | 3 | 570 | 566.8 | 3.2 | 0.6% |
D | 4 | 100 | 101.1 | 1.1 | 1.1% |
E | 5 | 15 | 17.0 | 2 | 13.3% |
F | 6 | 770 | 766.6 | 3.4 | 0.4% |
G | 7 | 85 | 82.3 | 2.7 | 3.2% |
H | 8 | 185 | 181.4 | 3.6 | 1.9% |
I | 9 | 185 | 181.9 | 3.1 | 1.7% |
Measurement Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
A | 1 | 400 | 404.5 | 4.5 | 1.1% |
B | 2 | 200 | 198.8 | 1.2 | 2.2% |
C | 3 | 570 | 565.5 | 3.5 | 0.6% |
D | 4 | 100 | 96.5 | 3.5 | 1.1% |
E | 5 | 15 | 17.3 | 2.3 | 15.3% |
F | 6 | 770 | 766.1 | 3.9 | 0.5% |
G | 7 | 85 | 82.1 | 2.9 | 3.4% |
H | 8 | 185 | 182.9 | 2.1 | 1.1% |
I | 9 | 185 | 182.8 | 2.2 | 1.2% |
Measurement Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
A | 1 | 400 | 399.4 | 0.6 | 0.1% |
B | 2 | 200 | 199.2 | 0.8 | 0.4% |
C | 3 | 570 | 568.8 | 1.2 | 0.2% |
D | 4 | 100 | 101.5 | 1.5 | 1.5% |
E | 5 | 15 | 16.4 | 1.4 | 9.3% |
F | 6 | 770 | 764.9 | 5.1 | 0.7% |
G | 7 | 85 | 83.2 | 1.8 | 2.1% |
H | 8 | 185 | 183.8 | 1.2 | 0.6% |
I | 9 | 185 | 182.7 | 2.3 | 1.2% |
Measurement Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
A | 1 | 400 | 402.7 | 2.7 | 0.7% |
B | 2 | 200 | 204.3 | 4.3 | 2.2% |
C | 3 | 570 | 567.5 | 2.5 | 0.4% |
D | 4 | 100 | 103.1 | 3.1 | 3.1% |
E | 5 | 15 | 17.2 | 2.2 | 14.7% |
F | 6 | 770 | 767.1 | 2.9 | 0.4% |
G | 7 | 85 | 84.0 | 1.0 | 1.2% |
H | 8 | 185 | 183.3 | 1.7 | 0.9% |
Measurement Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
I | 9 | 185 | 181.1 | 3.9 | 2.1% |
Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
The length of the obstacle at point A | 1 | 84 | 85.2 | 1.2 | 1.43% |
The width of the obstacle at point A | 2 | 48 | 48.9 | 0.9 | 1.88% |
The length of the obstacle at point B | 3 | 44 | 45.4 | 1.4 | 3.18% |
The width of the obstacle at point B | 4 | 35 | 36.5 | 1.5 | 4.28% |
The length of the obstacle at point C | 5 | 92 | 90.3 | 1.7 | 1.85% |
The width of the obstacle at point C | 6 | 15 | 14.6 | 0.4 | 2.67% |
The length of the obstacle at point D | 7 | 32 | 33.7 | 1.7 | 5.31% |
The width of the obstacle at point D | 8 | 32 | 33.8 | 1.8 | 5.63% |
Width of passage | 9 | 204 | 204.5 | 0.5 | 0.25% |
Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
The length of the obstacle at point A | 1 | 84 | 86.6 | 2.6 | 3.10% |
The width of the obstacle at point A | 2 | 48 | 49.4 | 1.4 | 2.91% |
The length of the obstacle at point B | 3 | 44 | 47.2 | 3.2 | 7.27% |
The width of the obstacle at point B | 4 | 35 | 38.8 | 3.8 | 10.9% |
The length of the obstacle at point C | 5 | 92 | 96.9 | 4.9 | 5.32% |
The width of the obstacle at point C | 6 | 15 | 16.4 | 1.4 | 9.33% |
The length of the obstacle at point D | 7 | 32 | 35.9 | 3.9 | 12.1% |
The width of the obstacle at point D | 8 | 32 | 35.1 | 3.1 | 9.69% |
Width of passage | 9 | 204 | 205.5 | 1.5 | 0.74% |
Reference Point | Label | The Actual Value/cm | Measured Value/cm | Absolute Error/cm | The Relative Error |
---|---|---|---|---|---|
The length of the obstacle at point A | 1 | 84 | 84.3 | 0.3 | 0.36% |
The width of the obstacle at point A | 2 | 48 | 48.4 | 0.4 | 0.83% |
The length of the obstacle at point B | 3 | 44 | 44.6 | 0.6 | 1.36% |
The width of the obstacle at point B | 4 | 35 | 34.5 | 0.5 | 1.43% |
The length of the obstacle at point C | 5 | 92 | 91.3 | 0.7 | 0.76% |
The width of the obstacle at point C | 6 | 15 | 14.7 | 0.3 | 2.00% |
The length of the obstacle at point D | 7 | 32 | 32.9 | 0.9 | 2.81% |
The width of the obstacle at point D | 8 | 32 | 33.8 | 1.8 | 5.62% |
Width of passage | 9 | 204 | 204.5 | 0.5 | 0.25% |
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Zhao, J.; Li, J.; Zhou, J. Research on Two-Round Self-Balancing Robot SLAM Based on the Gmapping Algorithm. Sensors 2023, 23, 2489. https://doi.org/10.3390/s23052489
Zhao J, Li J, Zhou J. Research on Two-Round Self-Balancing Robot SLAM Based on the Gmapping Algorithm. Sensors. 2023; 23(5):2489. https://doi.org/10.3390/s23052489
Chicago/Turabian StyleZhao, Jianwei, Jinyu Li, and Jiaxin Zhou. 2023. "Research on Two-Round Self-Balancing Robot SLAM Based on the Gmapping Algorithm" Sensors 23, no. 5: 2489. https://doi.org/10.3390/s23052489
APA StyleZhao, J., Li, J., & Zhou, J. (2023). Research on Two-Round Self-Balancing Robot SLAM Based on the Gmapping Algorithm. Sensors, 23(5), 2489. https://doi.org/10.3390/s23052489