Numerical and Experimental Studies on the Load Characteristics of Geometric Interference of Steel-Aluminum Knurled Interference Fit
Abstract
:1. Introduction
2. Methodology and Materials of the Experiment
2.1. Design Parameters and Jointing Process
- KIF area diameter of shaft D1;
- The height of shaft H1;
- Shaft height of the other sections H2, H3, H4;
- Shaft diameter D2;
- Shaft chamfer angle φ;
- Outer diameter of hub DoH;
- Inner diameter of hub DiH;
- pitch t;
- Tooth height Hk.
2.2. Shaft Design and Dimensions of Hubs
3. Finite Element Method (FEM) Model and Experimental Validation
4. Results and Discussion
5. Conclusions
- The average deviations of the two finite element simulation methods proposed in this study were less than ±5% in the jointing force in comparison with the experiment, indicating that the finite element method can be accurately applied in the experimental analysis of KIF.
- According to the statistics of the jointing force data and the hoop deformation analysis, the thickness of the hub has little effect on the KIF jointing force and hoop dimension; there is no absolute correlation between the two.
- The shaft design of version 3 had the lowest jointing force (156~158 KN) and the smallest error in the simulated and experimental data, meaning version 3 was the best shaft design in this study. The shaft design of version 3 has a smaller chamfer angle (6.63°) than the shaft design of version 1, which can reduce the KIF engagement force and manufacturing cost.
- According to the comparative analysis of the jointing force and the tooth profile of different shaft designs, the error between the jointing force of the simulation and the experimental value was smallest in method B (mean ratio of joining force accuracy was more than 97%), and the average value of the tooth profile difference was higher (average height accuracy was more than 99%), which means simulation method B should be selected as the best simulation method. The results show that in the finite element simulation method, for the analysis of small deformation, the mesh size in simulation analysis will greatly affect the accuracy of the analysis results.
- By comparing the jointing force values of different shaft designs, it was found that the jointing force was proportional to the COF value. Therefore, to improve the torque force of the KIF structure, process conditions with a larger COF value should be selected. However, if the COF value is too high, it is easy to cause an excessive jointing force and increase the manufacturing cost. Therefore, a moderate COF value should be selected. A COF of 0.61 is the best friction coefficient value observed in this study.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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AA 6061 (wt%) | Al | Mg | Si | Cu | Mn | Fe | Cr | Zn |
>97.00 | <0.90 | <0.80 | <0.30 | <0.20 | <0.40 | <0.02 | <0.18 |
ASTM-H13 (wt%) | C | V | Si | Mn | P | S | Cr |
0.32–0.45 | 0.8–1.2 | 0.8–1.2 | 0.2–0.5 | 0 ≤ 0.03 | 0 ≤ 0.03 | 4.75–5.5 |
Hub Material | AA6061 |
---|---|
Hub temperature | 20 °C |
Shaft material | ASTM-H13 |
Shaft temperature | 20 °C |
Coefficient of friction (COF) | 0.45~0.8 |
Heat transfer coefficient | 0.3 |
Environment temperature | 20 °C |
Element style | Tetrahedron |
Mesh size of blank | 1 mm |
Mesh size of dies | 1–16 mm |
Contact definition | Frictional contact |
Parameter | Version 1 | Version 2 | Version 3 | |||||||||
Test No. | ||||||||||||
1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | |
Shaft chamfer angle ϕ (◦) | 15.77 | 6.63 | ||||||||||
Shaft diameter Ds (mm) | D1 | D1 ± 0.01 | ||||||||||
Geometric interference Igeo (mm) | 0.2 | 0.2 ± 0.01 | ||||||||||
Coefficient of friction (COF) | 0.45 | 0.61 | 0.7 | 0.8 | 0.45 | 0.61 | 0.7 | 0.8 | 0.45 | 0.61 | 0.7 | 0.8 |
Hub thickness (Dio − DiH) | 10 mm & 15 mm | |||||||||||
Pitch t (mm) | 1.8 | |||||||||||
Joining length (mm) | 26 |
Hub Thickness | Simulation Method A | Mean Ratio of Joining Force Difference (FEM and Experiment) | Simulation Method B | Mean Ratio of Joining Force Difference (FEM and Experiment) | |
---|---|---|---|---|---|
Version 1 | 10 mm | 226.88 KN | 78.63% | 169.30 KN | 95.76% |
15 mm | 180.92 KN | 180.93 KN | |||
Version 2 | 10 mm | 194.61 KN | 84.28% | 198.25 KN | 83.17% |
15 mm | 194.27 KN | 194.27 KN | |||
Version 3 | 10 mm | 156.21 KN | 97.72% | 158.90 KN | 96.91% |
15 mm | 187.45 KN | 187.45 KN |
10 mm | ||||
POS | D1 | D2 | D3 | D4 |
COF | ||||
0.45 | 24.17 | 24.22 | 23.48 | 23.50 |
0.61 | 23.75 | 23.29 | 23.40 | 23.80 |
0.7 | 23.55 | 23.65 | 23.39 | 23.39 |
0.8 | 23.48 | 24.00 | 23.50 | 24.0 |
AVG | 23.73 | 23.79 | 23.44 | 23.67 |
15 mm | ||||
POS | D1 | D2 | D3 | D4 |
COF | ||||
0.45 | 24.82 | 23.51 | 23.47 | 23.34 |
0.61 | 24.19 | 24.04 | 23.71 | 23.49 |
0.7 | 23.61 | 23.48 | 23.43 | 23.43 |
0.8 | 23.63 | 24.45 | 24.00 | 23.35 |
AVG | 24.06 | 23.87 | 23.65 | 23.40 |
10 mm | ||||
POS | D1 | D2 | D3 | D4 |
COF | ||||
0.45 | 23.60 | 23.68 | 23.86 | 23.61 |
0.61 | 23.45 | 23.47 | 23.55 | 23.63 |
0.7 | 23.44 | 23.47 | 23.55 | 23.63 |
0.8 | 23.38 | 23.48 | 23.92 | 24.26 |
AVG | 23.46 | 23.52 | 23.72 | 23.78 |
15 mm | ||||
POS | D1 | D2 | D3 | D4 |
COF | ||||
0.45 | 23.47 | 23.61 | 23.79 | 23.40 |
0.61 | 23.51 | 23.31 | 23.66 | 23.31 |
0.7 | 23.39 | 23.31 | 23.39 | 23.22 |
0.8 | 23.67 | 23.56 | 23.63 | 23.52 |
AVG | 23.51 | 23.44 | 23.61 | 23.46 |
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Chen, C.-P.; Ho, M.; Li, T.-T.; Fuh, Y.-K. Numerical and Experimental Studies on the Load Characteristics of Geometric Interference of Steel-Aluminum Knurled Interference Fit. Metals 2022, 12, 2078. https://doi.org/10.3390/met12122078
Chen C-P, Ho M, Li T-T, Fuh Y-K. Numerical and Experimental Studies on the Load Characteristics of Geometric Interference of Steel-Aluminum Knurled Interference Fit. Metals. 2022; 12(12):2078. https://doi.org/10.3390/met12122078
Chicago/Turabian StyleChen, Chi-Peng, Marlon Ho, Tomi-T. Li, and Yiin-Kuen Fuh. 2022. "Numerical and Experimental Studies on the Load Characteristics of Geometric Interference of Steel-Aluminum Knurled Interference Fit" Metals 12, no. 12: 2078. https://doi.org/10.3390/met12122078