{"id":23097,"date":"2024-11-30T14:14:56","date_gmt":"2024-11-30T06:14:56","guid":{"rendered":"https:\/\/www.meetyoucarbide.com\/?p=23097"},"modified":"2024-11-30T14:14:56","modified_gmt":"2024-11-30T06:14:56","slug":"wc-cemented-carbides-friction","status":"publish","type":"post","link":"https:\/\/www.meetyoucarbide.com\/es\/wc-cemented-carbides-friction\/","title":{"rendered":"How Grain Size Transforms Cemented Carbide’s Friction and Wear Performance"},"content":{"rendered":"
Three types of WC-6Co cemented carbide with different grain sizes were selected for the test. The size of the cemented carbide disc was \u03c655mm\u00d74mm, and the surface was rough ground, finely ground, and polished. The mating material used was Al\u2082O\u2083 balls with a diameter of 9.5mm. Both samples were ultrasonically cleaned in acetone for 20 minutes and dried for use. The material properties are shown in Table 1.<\/p>\n
<\/p>\n
The test was conducted on a UMT-2 multi-functional friction and wear testing machine produced by CETR Corporation in the United States, using a ball-on-disc contact method. The structure of the testing machine is shown in Figure 1. The cemented carbide friction disc was attached to the working table with double-sided tape, and the Al\u2082O\u2083 ball was placed in the fixture. The two types of mating materials produced mutual movement and force of action. The friction force generated was detected by the sensor, and the curves of friction force, normal force, and friction coefficient were automatically generated by the related software according to Coulomb’s law.<\/p>\n
<\/p>\n
The test was conducted at room temperature, with normal forces of 10N and 20N respectively, and the linear velocities of the friction pair sliding were 40m\/min, 80m\/min, 120m\/min, and 160m\/min. The sliding distance was 500m. After the test, a scanning electron microscope (SEM) was used to observe the wear scar surface morphology of the upper and lower samples, and an X-ray energy dispersive spectrometer (EDS) was used to detect the elemental composition of the worn surfaces. All samples were analyzed for the elemental composition of the friction and wear surfaces under the same conditions.<\/p>\n
<\/p>\n
Figure 2 shows the friction coefficient curve of ZH cemented carbide drawn by the testing machine’s accompanying software (load 20N, sliding speed 160m\/min). The experiment found that each friction process follows a similar pattern, that is, the initial dynamic friction coefficient undergoes a rapid increase from the initial value during the transition period, and then remains relatively stable, showing a fluctuating characteristic in the stable phase. In the beginning, under the action of the normal load, only local micro-convex bodies on the friction surface are in contact, the adhesive area is small, and the molecular attraction on the contact surface is weak, so the friction coefficient is small; as the friction process progresses, the micro-convex bodies interfere with each other, gradually get worn down, the adhesive area increases, and the molecular attraction also increases, leading to a gradual increase in the friction coefficient. The entire friction process is a continuous process of the contact surface adhering and then being sheared under the action of shear stress. Due to the peeling and breaking of the Co phase on the surface, the wear of the sample surface occurs, and the local adhesion on the surface quickly reaches a dynamic equilibrium, resulting in the friction coefficient of the surface being maintained within a relatively stable range, which is called the stable period.<\/p>\n
Most scholars use the average value of the friction coefficient over a period of time (distance) as a characterization parameter of friction behavior. Therefore, this experiment selects the average value during the stable friction phase as the friction coefficient of the cemented carbide under the corresponding parameters. Figure 3 shows the friction coefficients of three types of cemented carbide under different loads and speeds.<\/p>\n
<\/p>\n
It can be seen that with the increase of friction speed and load, the friction coefficient of the cemented carbide generally shows a decreasing trend, and the decrease is most obvious in the transition from relatively low speed (40m\/min and 80m\/min) to high speed (120m\/min and 160m\/min). From the perspective of material, the friction coefficient of ZH cemented carbide is smaller than that of the other two materials, and the friction coefficients of ZHX and HG cemented carbides are not significantly different, with the friction coefficient of HG cemented carbide being slightly larger.<\/p>\n
After the friction and wear tests, the microstructure of the worn surfaces of each sample was observed using a scanning electron microscope (SEM), and SEM images were taken, along with an analysis of the surface composition. The friction and wear mechanisms of the cemented carbide under different friction parameters are similar, as shown in Figure 4 (sliding speed 160m\/min, load 20N).<\/p>\n
<\/p>\n
In the initial stage of cemented carbide wear, the binder phase Co undergoes plastic deformation, and the surface layer of Co is extruded by the WC grains. Due to the low hardness and good ductility of Co, under certain conditions, a micron-scale friction film can form on the surface, while the harder WC particles gradually protrude from the friction surface, preventing further rapid wear of the surface and allowing the friction process to enter a relatively stable stage. As the binder phase Co continues to be lost, the WC framework of the material is damaged, and the dislocation density within the WC particles significantly increases. When the dislocation density accumulates to a certain extent, microcracks will form on the WC particles, causing the WC particles to begin to pull out from the cemented carbide matrix. The detached WC particles remain in the wear area, transforming into abrasive particles, which, under the action of the load, compress against the matrix, resulting in new plastic deformation and grain damage.<\/p>\n
<\/p>\n