Design and Experiment of Adaptive Profiling Header Based on Multi-Body Dynamics–Discrete Element Method Coupling
Abstract
:1. Introduction
2. Adaptive Profiling Header Structure
2.1. Structure
2.2. Working Principle
3. Key Component Design
3.1. Profiling Mechanism
3.2. Characterization of Header Height
3.3. Analysis of Header Height Adjustment Motion
3.4. Analysis of Header Horizontal Adjustment Movement
4. MBD-DEM Coupling
4.1. Multi-Body Dynamics Modeling
4.2. Discrete Element Modeling
5. Simulation Result Analysis
5.1. The Three-Factor Quadratic Regression Orthogonal Rotational Combination Method
5.2. Result Analysis
5.3. Response Surface Analysis
- (1)
- Interaction between the profiling wheel linkage length and the profiling wheel width
- (2)
- Interaction between the length of the profiling wheel linkage and the mass of the profiling wheel
- (3)
- Interaction between the width of the profiling wheel and the mass of the profiling wheel
5.4. Optimization of Optimal Parameters
6. Control System Design
6.1. Fuzzy Controller Design
- (1)
- When the deviation is large, to eliminate the deviation as soon as possible, improve the response speed, and avoid overshoot in the system response, it is necessary to increase KP and reduce KD, with KI usually set to zero.
- (2)
- When the deviation is small, to further reduce the deviation and prevent excessive overshoot, oscillation, and deterioration of stability, KP and KI should be increased to ensure the steady-state performance of the system.
- (3)
- When the deviation and deviation rate of change are the same sign, the controlled quantity changes in the direction of deviation from the predetermined value. Therefore, when the controlled quantity approaches a fixed value, the proportional effect of the inverse sign hinders the integral effect, avoiding integral overshoot and subsequent oscillations, which is beneficial for control.
- (4)
- When the deviation change rate is large, KP should be reduced and KI should be increased.
6.2. Fuzzy PID Control Simulation
7. Tests
7.1. Test Plan
7.2. Analysis of Test Results
8. Discussion
9. Conclusions
- An adaptive profiling header was designed, including the profiling mechanism and control system of the header. Geometric modeling and mechanical analysis models were established. Real-time measurements of the header height were achieved through the profiling mechanism, and the height and angle of the header were adjusted by the expansion and contraction of the cylinder to achieve the adaptive leveling control of the header.
- The MBD-DEM coupling method was used to analyze the motion characteristics of the adaptive profiling header. A three-factor quadratic regression orthogonal rotation combination experiment was conducted using the profiling wheel linkage length, profiling wheel width, and profiling wheel mass as experimental factors. The results indicated that the optimal profiling effect was achieved when the profiling wheel linkage length, profiling wheel width, and profiling wheel mass were 562 mm, 20 mm, and 3.6 kg, respectively.
- The test results indicate that the header profiling mechanism can accurately perceive changes in field terrain with high profiling accuracy. It can effectively meet the harvesting and usage requirements of ratooning rice. The experimental results are basically consistent with the mathematical model and MBD-DEM coupled simulation results. That is to say, adjusting the height and horizontal angle of the header through PID fuzzy control is a feasible method. This is of great significance for further improving the yield of ratooning rice.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Parameter | Value |
---|---|
Cutting width (mm) | 1200 |
Header auger type | Telescopic lateral conveying |
Reel type | Eccentric gear shifting type |
Chopper type | Reciprocating type |
Feeding amount (kg·s−1) | 1000 |
Mass (kg) | 440 |
Maximum height (mm) | 800 |
Leveling angle range (°) | ±10 |
No. | Part I | Part II | Kinematic Pair |
---|---|---|---|
1 | Header | Ground | Translate |
2 | Header | Profiling wheel | Revolute |
3 | Profiling bracket | Four-link | Revolute |
4 | Four-link | Angle sensor | Revolute |
No. | Parameters | Value |
---|---|---|
1 | Soil particle radius/mm | 5 |
2 | Soil particle density/(kg·m−3) | 2600 |
3 | Poisson’s ratio of soil particles | 0.38 |
4 | Static friction coefficient between soil particles | 0.6 |
5 | Rolling friction coefficient between soil particles | 0.26 |
6 | Shear modulus between soil particles/MPa | 1 |
7 | Recovery coefficient between soil particles | 0.37 |
8 | Contact adhesion energy of soil particles/J·m2 | 15.6 |
9 | Soil particle adhesion strength/N | −0.001 |
10 | Soil particle contact plasticity ratio | 0.36 |
11 | Soil particles–profiling wheel static friction coefficient | 0.31 |
12 | Soil particles–profiling wheel rolling friction coefficient | 0.13 |
13 | Soil particles–profiling wheel recovery coefficient | 0.54 |
14 | Cohesive modulus/(kN/mn+1) | 42.538 |
15 | Internal friction modulus/(kN/mn+2) | 9.004 |
16 | Soil deformation index | 0.8227 |
17 | Soil moisture content/% | 37.3 |
18 | Soil compaction/kPa | 3093.5 |
Code | Length of Profiling Wheel Linkage (mm) | Width of Profiling Wheel (mm) | Profiling Wheel Mass (kg) |
---|---|---|---|
−1.682 | 450 | 15 | 2.5 |
−1 | 490.54 | 18.04 | 3.01 |
0 | 550 | 22.5 | 3.75 |
1 | 609.46 | 26.96 | 4.49 |
1.682 | 650 | 30 | 5 |
No. | Parameters | Value | ||||
---|---|---|---|---|---|---|
Length of Profiling Wheel Linkage X1 (mm) | Width of Profiling Wheel X2 (mm) | Profiling Wheel Mass X3 (kg) | Y1 | Y2 | Y3 | |
1 | −1 | −1 | −1 | 44.9 | 38 | 6.5 |
2 | 1 | −1 | −1 | 45.7 | 68 | 1.8 |
3 | −1 | 1 | −1 | 44.6 | 28 | 7.9 |
4 | 1 | 1 | −1 | 45.6 | 32 | 5.6 |
5 | −1 | −1 | 1 | 44.5 | 65 | 4.4 |
6 | 1 | −1 | 1 | 45.8 | 72 | 1.2 |
7 | −1 | 1 | 1 | 43.6 | 47 | 8.1 |
8 | 1 | 1 | 1 | 44.9 | 49 | 5.3 |
9 | −1.682 | 0 | 0 | 44.0 | 25 | 9.4 |
10 | 1.682 | 0 | 0 | 45.1 | 83 | 1.5 |
11 | 0 | −1.682 | 0 | 47.1 | 38 | 1.9 |
12 | 0 | 1.682 | 0 | 45.2 | 21 | 7.5 |
13 | 0 | 0 | −1.682 | 46.1 | 22 | 5.6 |
14 | 0 | 0 | 1.682 | 44.6 | 87 | 2.0 |
15 | 0 | 0 | 0 | 46.7 | 27 | 3.8 |
16 | 0 | 0 | 0 | 46.3 | 29 | 4.4 |
17 | 0 | 0 | 0 | 47.1 | 15 | 4.3 |
18 | 0 | 0 | 0 | 46.7 | 25 | 4.0 |
19 | 0 | 0 | 0 | 47.3 | 16 | 3.8 |
20 | 0 | 0 | 0 | 46.7 | 34 | 3.2 |
21 | 0 | 0 | 0 | 46.6 | 39 | 2.9 |
22 | 0 | 0 | 0 | 46.8 | 26 | 3.7 |
23 | 0 | 0 | 0 | 47 | 28 | 3.2 |
Variance Source | The Header Support Force Y1 | The Soil Support Force Y2 | The Soil Subsidence Depth Y3 | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|
Square Sum | Degree of Freedom | F | p | Square Sum | Degree of Freedom | F | p | Square Sum | Degree of Freedom | F | p | |
Model | 21.45 | 9 | 15.82 | <0.0001 ** | 8145.21 | 9 | 6.80 | 0.0030 ** | 102.10 | 9 | 20.96 | <0.0001 ** |
X1 | 2.86 | 1 | 18.99 | 0.0014 ** | 1446.35 | 1 | 10.86 | 0.0081 ** | 50.59 | 1 | 93.46 | <0.0001 ** |
X2 | 2.13 | 1 | 14.15 | 0.0037 ** | 978.35 | 1 | 7.35 | 0.0129 * | 36.80 | 1 | 67.98 | <0.0001 ** |
X3 | 1.50 | 1 | 9.94 | 0.0103 * | 2276.33 | 1 | 17.09 | 0.0020 ** | 5.74 | 1 | 10.60 | 0.0086 ** |
X1X2 | 0.005 | 1 | 0.033 | 0.8591 | 120.13 | 1 | 0.90 | 0.3646 | 0.98 | 1 | 1.81 | 0.2082 |
X1X3 | 0.080 | 1 | 0.53 | 0.4829 | 78.13 | 1 | 0.59 | 0.4614 | 0.13 | 1 | 0.23 | 0.6412 |
X2X3 | 0.24 | 1 | 1.63 | 0.2310 | 3.13 | 1 | 0.023 | 0.8813 | 0.84 | 1 | 1.56 | 0.2400 |
X12 | 10.69 | 1 | 70.98 | <0.0001 ** | 1753.01 | 1 | 13.16 | 0.0046 ** | 5.68 | 1 | 10.49 | 0.0089 ** |
X22 | 1.26 | 1 | 8.36 | 0.0161 * | 80.75 | 1 | 0.61 | 0.4542 | 1.89 | 1 | 3.50 | 0.0909 |
X32 | 4.82 | 1 | 32.02 | 0.0002 ** | 1809.66 | 1 | 13.59 | 0.0042 ** | 0.028 | 1 | 0.052 | 0.8237 |
Residual | 1.51 | 10 | 1331.74 | 10 | 5.41 | 10 | ||||||
Lack of fit | 0.89 | 5 | 1.43 | 0.3522 | 1052.41 | 5 | 3.77 | 0.0859 | 4.49 | 5 | 4.83 | 0.0544 |
Error | 0.62 | 5 | 279.33 | 5 | 0.93 | 5 | ||||||
Sum | 22.96 | 19 | 9476.95 | 19 | 107.52 | 19 |
Parameters | ec | e | ||||||
---|---|---|---|---|---|---|---|---|
NB | NM | NS | ZO | PS | PM | PB | ||
NB | PB | PB | PM | PM | PS | ZO | ZO | |
NM | PB | PB | PM | PS | PS | ZO | NS | |
NS | PM | PM | PM | PS | ZO | NS | NS | |
KP | ZO | PM | PM | PS | ZO | NS | NM | NM |
PS | PS | PS | ZO | NS | NM | NM | NM | |
PM | PS | ZO | NS | NM | NM | NM | NB | |
PB | ZO | ZO | NM | NM | NB | NB | NB | |
NB | NB | NB | NM | NM | NS | ZO | ZO | |
NM | NB | NB | NM | NS | NS | ZO | ZO | |
NS | NB | NM | NS | NS | ZO | PS | PS | |
KI | ZO | NM | NM | NS | ZO | PS | PM | PM |
PS | NM | NS | ZO | PS | PS | PM | PB | |
PM | ZO | ZO | PS | PS | PM | PB | PB | |
PB | ZO | ZO | PS | PM | PM | PB | PB | |
NB | PS | NS | NB | NB | NB | NM | PS | |
NM | PS | NS | NB | NM | NM | NS | ZO | |
NS | ZO | NS | NM | NM | NS | NS | ZO | |
KD | ZO | ZO | NS | NS | NS | NS | NM | ZO |
PS | ZO | ZO | ZO | ZO | ZO | ZO | ZO | |
PM | PB | NS | PS | PS | PS | PS | PB | |
PB | PB | PM | PM | PM | PS | PS | PB |
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Liu, W.; Zeng, S.; Chen, X. Design and Experiment of Adaptive Profiling Header Based on Multi-Body Dynamics–Discrete Element Method Coupling. Agriculture 2024, 14, 105. https://doi.org/10.3390/agriculture14010105
Liu W, Zeng S, Chen X. Design and Experiment of Adaptive Profiling Header Based on Multi-Body Dynamics–Discrete Element Method Coupling. Agriculture. 2024; 14(1):105. https://doi.org/10.3390/agriculture14010105
Chicago/Turabian StyleLiu, Weijian, Shan Zeng, and Xuegeng Chen. 2024. "Design and Experiment of Adaptive Profiling Header Based on Multi-Body Dynamics–Discrete Element Method Coupling" Agriculture 14, no. 1: 105. https://doi.org/10.3390/agriculture14010105
APA StyleLiu, W., Zeng, S., & Chen, X. (2024). Design and Experiment of Adaptive Profiling Header Based on Multi-Body Dynamics–Discrete Element Method Coupling. Agriculture, 14(1), 105. https://doi.org/10.3390/agriculture14010105