Friction Behaviors and Wear Mechanisms of Carbon Fiber Reinforced Composites for Bridge Cable
Abstract
:1. Introduction
2. Materials and Methods
2.1. Raw Materials and Sample Preparation
2.2. Friction and Wear Testing
2.3. Morphology Analysis
3. Results and Discussion
3.1. Friction Behaviors
3.1.1. Effect of Applied Loads
3.1.2. Effect of Sliding Speeds
3.1.3. Effect of Service Temperatures
3.1.4. Effect of Water Lubrication
3.2. Wear Mechanism Analysis
4. Conclusions
- (1)
- The friction and wear performance of CFRP exhibited the greatest sensitivity to the applied load, as the tangential displacement generated considerable shear stress at the interface between the sample and the grinding ball. Service temperature emerged as the second most critical factor influencing these properties, while water lubrication ranked last due to its effective lubricating properties and heat dissipation capabilities.
- (2)
- Compared to 500 g, the Ws and WSW of CFRP under a 2000 g load increased by 158% and 113%, respectively. This was due to the large tangential displacement along the sliding direction, causing debonding damage at the fiber/resin interface and reducing the strength and stiffness of CFRP against external loads. The wear mechanism was delamination wear.
- (3)
- Compared to room temperature, the wear rate of CFRP at service temperatures of 100 °C and 120 °C increased by 75% and 112%, respectively. This was because the elevated temperature conditions made the glassy resin into a high elastic state, resulting in the continuous initiation and expansion of CFRP surface cracks, eventually generating tearing and surface fatigue phenomena, consistent with the fatigue wear mechanism.
- (4)
- The sliding speed and water lubrication had an insignificant effect on the COFs of CFRP (less than 20%), especially under 60 °C water lubrication, where the COFs fluctuated by only 15%. This was because the lubricating and cooling functions of water molecules alleviated the friction state in the friction interface, causing only slight abrasive wear. The wear rate of CFRP at 120 mm/s sliding speed increased by 74% compared to 60 mm/s, due to the large speed differential causing uncoordinated deformation, triggering the adhesive wear mechanism.
Author Contributions
Funding
Institutional Review Board Statement
Data Availability Statement
Conflicts of Interest
References
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Applied Load (g) | COFs | Ws (10−6 mm3/(N·m)) | WSW (μm) | Maximum Wear Depth (μm) |
---|---|---|---|---|
500 | 0.04–0.12 | 15.2 (±2.2) | 626.3 (±48.1) | 8.7 (±1.4) |
1000 | 0.05–0.10 | 26.7 (±1.9) | 1012.5 (±39.6) | 11.5 (±0.9) |
1500 | 0.03–0.09 | 33.1 (±3.4) | 1125.6 (±54.1) | 13.3 (±1.2) |
2000 | 0.03–0.07 | 38.9 (±2.4) | 1321.8 (±44.2) | 15.9 (±0.8) |
Sliding Rate (mm/s) | COFs | Ws (10−6 mm3/(N·m)) | WSW (μm) | Maximum Wear Depth (μm) |
---|---|---|---|---|
60 | 0.04–0.07 | 13.6 (±1.3) | 659.2 (±21.3) | 9.5 (±0.9) |
80 | 0.04–0.05 | 18.2 (±2.0) | 792.1 (±40.3) | 10.1 (±1.3) |
100 | 0.03–0.06 | 20.4 (±1.4) | 864.3 (±36.0) | 10.4 (±0.4) |
120 | 0.05–0.09 | 24.2 (±1.7) | 1037.5 (±38.4) | 11.0 (±0.5) |
Serviced Temperature (°C) | COFs | Ws (10−6 mm3/(N·m)) | WSW (μm) | Maximum Wear Depth (μm) |
---|---|---|---|---|
R.T. | 0.06–0.09 | 14.2 (±1.4) | 757.4 (±52.4) | 10.8 (±0.9) |
60 | 0.05–0.08 | 16.3 (±1.8) | 781.6 (±46.9) | 11.2 (±0.6) |
80 | 0.05–0.08 | 21.2 (±3.6) | 842.4 (±44.1) | 11.5 (±1.2) |
100 | 0.05–0.07 | 24.5 (±2.7) | 931.6 (±39.2) | 12.0 (±1.1) |
120 | 0.04–0.06 | 29.7 (±2.0) | 1127.3 (±35.6) | 12.4 (±1.6) |
Water Lubrication (°C) | COFs | Ws (10−6 mm3/(N·m)) | WSW (μm) | Maximum Wear Depth (μm) |
---|---|---|---|---|
R.T. | 0.04−0.06 | 6.1 (±0.9) | 554.2 (±19.8) | 7.9 (±0.9) |
60 | ~0.06 | 10.3 (±1.1) | 595.8 (±32.7) | 8.4 (±1.3) |
80 | 0.05−0.07 | 14.8 (±1.2) | 689.5 (±29.4) | 8.7 (±0.4) |
95 | 0.04−0.08 | 16.2 (±2.1) | 773.6 (±43.5) | 9. 2 (±0.8) |
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Xian, G.; Qi, X.; Guo, R.; Tian, J.; Xiao, H.; Li, C. Friction Behaviors and Wear Mechanisms of Carbon Fiber Reinforced Composites for Bridge Cable. Polymers 2024, 16, 3446. https://doi.org/10.3390/polym16233446
Xian G, Qi X, Guo R, Tian J, Xiao H, Li C. Friction Behaviors and Wear Mechanisms of Carbon Fiber Reinforced Composites for Bridge Cable. Polymers. 2024; 16(23):3446. https://doi.org/10.3390/polym16233446
Chicago/Turabian StyleXian, Guijun, Xiao Qi, Rui Guo, Jingwei Tian, Huigang Xiao, and Chenggao Li. 2024. "Friction Behaviors and Wear Mechanisms of Carbon Fiber Reinforced Composites for Bridge Cable" Polymers 16, no. 23: 3446. https://doi.org/10.3390/polym16233446
APA StyleXian, G., Qi, X., Guo, R., Tian, J., Xiao, H., & Li, C. (2024). Friction Behaviors and Wear Mechanisms of Carbon Fiber Reinforced Composites for Bridge Cable. Polymers, 16(23), 3446. https://doi.org/10.3390/polym16233446