Assessment of the Uniform Wear Bending Strength of Large Modulus Rack and Pinion Pair: Theoretical vs. Experimental Results
Abstract
:1. Introduction
2. Large Module Rack-and-Pinion Hoisting Mechanism Experimental Platform
2.1. Introduction of Lifting Structure
2.2. Introduction to Design Parameters
3. Theoretical Calculations of the Bending Strength
3.1. Introduction of the Gear Uniform Wear
3.2. Calculation of the Bending Stress Parameters for Worn Gear
3.3. Bending Stress Calculation of Worn Gears
4. Finite Element Analysis
- Geometric assumptions: The FEM model assumed simplified geometric representations of the structures under analysis including the gear and rack. The teeth were completely intact and original, without any microcracks and dislocations.
- Mechanics of material assumptions: Material behavior was assumed to follow a linear elastic constitutive model, with properties described by 40Cr.
- Boundary condition assumptions: Imposing a fixed constraint on the bottom of the rack represents the displacement boundary condition while applying torque to the gear represents the only force boundary condition (see Figure 9).
- Mathematical assumptions: The model was based on assumptions of continuity, equilibrium, and numerical approximation associated with the FEM-based modeling.
5. Experimental Validation
5.1. Data Collection
- The hydraulic cylinder oil pressure was controlled in the PLC, and the detailed data of the oil pressure under each working condition are listed in column 5 of Table 4;
- The hoisting mechanism was operated through the control cabinet, adjusting the meshing point of the rack-and-pinion according to the meshing radius of the gear;
- Data were collected and saved by the DHDAS.
5.2. Analysis of the Experimental Results
5.3. Comparative Analysis of Three Methods
- (1)
- Error of the analytical results through a comparison with the experimentally observed data
- (2)
- Error of the FEM results through a comparison with the experimentally observed data
6. Conclusions
- (1)
- In this paper, the rack-and-pinion transmission pair of the Three Gorges ship lift was considered as the research object to establish a simulation experimental platform for the working conditions of the vertical rack-and-pinion lifting mechanism. The changes in related parameters such as load along the tooth profile and the tooth thickness of the gear after uniform wear were methodically investigated by the modified gear method. Three methods, which were analytical calculation, FEM calculation, and experiment, were adopted to evaluate the bending stresses of the normal, 1/12, 1/6, and 1/4 uniform worn gears. The obtained results of the above three methodologies indicate that the bending stress in single-tooth meshing was substantially higher than that of double-tooth meshing to increase the degree of wear and loading. With increasing wear, the single-tooth meshing time increased, which revealed that gear wear deteriorated the working condition of the transmission system and accelerated the degradation process of the transmission system performance.
- (2)
- By analyzing the errors between the analytical and FEM results, analytical and experimental results, and FEM and experimental results, the obtained relative discrepancies among of the various results were all at a low level, and therefore, the three methods can confirm each other, which guarantees the accuracy of the analysis. As a result, this paper is able to provide theoretical support and an empirical basis for the kinematic analysis and dynamic analysis of large modulus rack-and-pinion transmission.
- (3)
- By examining the effect of different degrees of uniform wear on the tooth surface on the change in bending stress at the root of the large-module gear rack pair under the working condition of the Three Gorges ship lift, it is applicable to various application scenarios of the large-module gear rack pair. It plays a critical role in how to ensure the safe, reliable, and efficient performance status of a large-module gear rack pair lifting platform during service operations as well as monitoring and assessing the condition on-site or online. Similarly, studying the failure mechanism and dynamic response characteristics of rack-and-pinion transmission under complex working conditions and revealing the degradation of equipment service performance and the evolution of reliability is of great significance and practical engineering value.
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
References
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(MPa) | (kg/m3) | (MPa) | (MPa) | |
---|---|---|---|---|
2.11 × 105 | 0.29 | 7850 | 382.5 | 355 |
Parameter | Value | Parameter | Value |
---|---|---|---|
Module (mm) | 18 (62.667) | Tooth width of rack (mm) | 150 |
Number of teeth | 17 (16) | Tooth height of rack (mm) | 80 |
Pitch circle (mm) | 306 (1002.672) | Addendum coefficient | 1 |
Pressure angle (°) | 20 | Clearance coefficient | 0.25 |
Tooth width of gear (mm) | 100 (610) | Distance from gear center to rack reference line (mm) | 153 |
Meshing Interval (mm) | Normal | 1/12 Wear | 1/6 Wear | 1/4 Wear | |
---|---|---|---|---|---|
Double-tooth | segment meshing radius | ||||
segment meshing radius | |||||
Single-tooth | segment meshing radius |
Working Condition | Working Conditions of the Three Gorges Ship Lift | (KN) | Test Bench under Pressure | Compression Size (t) | (KN) |
---|---|---|---|---|---|
WC1 | −10 cm misloaded water depth headwind to accelerate the rise | −583 | No-load + self-weight of the test bench | −(0 + 0.9) | 18.65 |
WC2 | +10 cm misloaded water depth and descending at a constant speed against the wind | −770 | Oil cylinder + lift table dead weight | −(0.9 + 0.9) | −27.45 |
WC3 | −5 cm misloaded water depth rising at a constant speed with the wind | 957 | Oil cylinder + lift table dead weight | (1.8 + 0.9) | −36.25 |
WC4 | +5 cm misloaded water depth headwind accelerated descent | −1207 | Oil cylinder + lift table dead weight | (2.7 + 0.9) | 45.06 |
WC5 | +5 cm misloaded water depth downwind to slow down and ascend | 1362 | Oil cylinder + lift table dead weight | (3.6 + 0.9) | −56.83 |
WC6 | −5 cm misloaded water depth downwind to slow down and descend | 396 | Oil cylinder + lift table dead weight | −(4.5 + 0.9) | 64.13 |
Parameters | Normal | 1/12 Wear | 1/6 Wear | 1/4 Wear |
---|---|---|---|---|
(mm) | 28.27 | 25.91 | 24.74 | 21.20 |
0 | −0.072 | −0.133 | −0.206 | |
(°) | 20 | 20 | 20 | 20 |
(°) | 32.780 | 32.092 | 31.492 | 30.749 |
(mm) | 0 | 0 | 0 | 0 |
1.7478 | 1.63 | 1.53 | 1.41 | |
0.679 | 0.71 | 0.74 | 0.78 | |
(mm) | 29.13 | 28.28 | 26.89 | 27.43 |
(mm) | 33.75 | 32.77 | 31.91 | 31.14 |
2.47 | 2.56 | 2.58 | 2.79 | |
1.88 | 1.860 | 1.857 | 1.817 |
Gear Condition | Normal | 1/12 Wear | 1/6 Wear | 1/4 Wear |
---|---|---|---|---|
Proportion of single-tooth meshing time (%) | 15.0 | 23.5 | 31.6 | 42.7 |
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Gong, Z.; Chen, B.; Cheng, X. Assessment of the Uniform Wear Bending Strength of Large Modulus Rack and Pinion Pair: Theoretical vs. Experimental Results. Machines 2024, 12, 570. https://doi.org/10.3390/machines12080570
Gong Z, Chen B, Cheng X. Assessment of the Uniform Wear Bending Strength of Large Modulus Rack and Pinion Pair: Theoretical vs. Experimental Results. Machines. 2024; 12(8):570. https://doi.org/10.3390/machines12080570
Chicago/Turabian StyleGong, Zongxing, Baojia Chen, and Xuan Cheng. 2024. "Assessment of the Uniform Wear Bending Strength of Large Modulus Rack and Pinion Pair: Theoretical vs. Experimental Results" Machines 12, no. 8: 570. https://doi.org/10.3390/machines12080570
APA StyleGong, Z., Chen, B., & Cheng, X. (2024). Assessment of the Uniform Wear Bending Strength of Large Modulus Rack and Pinion Pair: Theoretical vs. Experimental Results. Machines, 12(8), 570. https://doi.org/10.3390/machines12080570