09.02.2013 Views

WATER JET CONFERENCE - Waterjet Technology Association

WATER JET CONFERENCE - Waterjet Technology Association

WATER JET CONFERENCE - Waterjet Technology Association

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

identifying a general trend for the shape of depth-of-cut-versus-particle-size curves. A decreasing<br />

h-versus-d p curve, with d p as the average abrasive particle diameter, may be convex or concave for<br />

the same material being cut, depending on other parameters. The role of particle size in the area of<br />

erosion mechanics needs to be identified (Ruff and Wiederhorn, 1979). No studies exist that<br />

provide an explanation of the optimum particle size. However, in abrasive-waterjet cutting, this<br />

optimum particle size could be related to the efficiency of the mixing process, if the material<br />

removal rate is directly proportional to the abrasive flow rate, as classical erosion theories and<br />

experiments indicate. In other words, for a given mixing chamber configuration, there exists an<br />

optimum particle size for the maximum transfer of the momentum of the water to abrasives.<br />

Consequently, changing the particle size would require a different mixing chamber, so that<br />

comparisons of the effects of particle size could be more accurate and relate only to the material<br />

being cut.<br />

Effect of Abrasive Flow Rate<br />

The approximately linear, initial relationship between the depth of cut and the abrasive flow<br />

rate has been observed to be as shown in Figure 6. However, additional data (Hashish, 1983)<br />

showed a trend for decreasing depths of cut at higher abrasive flow rates beyond a critical one. This<br />

trend is expected because, with an increase in the abrasive flow rate for a fixed water flow rate,<br />

particle velocities will decrease faster than the number of impacts will increase. This<br />

critical abrasive flow rate, at which a maximum depth of cut occurs, is generally less than the water<br />

flow rate, which is less than 1 for a loading ratio, R. However, for ideal conditions, it can be shown<br />

mathematically that this critical abrasive flow rate occurs when the loading ratio equals 1. Based on<br />

simple erosion theories (Fannie, 1958), the depth of cut can be expressed as proportional to the<br />

particles' kinetic power mV 2 , where V is the particle's exit velocity and can be related to the<br />

waterjet velocity, V j, as V ~ Vj/(l + R), leading to<br />

h = m V ⎡<br />

j<br />

⎣ ( 1 + R)<br />

⎢<br />

⎤<br />

⎥<br />

⎢ ⎦ ⎥<br />

The condition δh/δR =0 occurs when R equals 1, as can be determined from the above<br />

equation. The discrepancy between experimental and theoretical values for the critical value of R is<br />

attributed to mixing losses, which result in particle velocities less than what the simple momentum<br />

equation yields. Also, the use of the simplified erosion equation (h α V 2 ) may be inaccurate.<br />

Notice that the lines in Figure 6 pass through the origin, as no depth will be obtained for<br />

zero abrasive flow rate. However, this is true only for hard materials that cannot be cut with a plain<br />

waterjet using a nozzle as shown in Figure 1. Research is needed to determine whether the rate of<br />

impacts per unit time or the total number of impacts is more directly related to the cutting process.<br />

If the former proves to be the case, then a material fatigue property must be among the material<br />

parameters that affect cutting. Erosion theories (Crow, 1973) show a relationship between material<br />

removal and the total number of impacts, but the effect of the rate of impacts was not discussed.<br />

Also, research is needed to determine whether the abrasive particles are reentrained in the jet after<br />

initial impacts at the top of the kerf to cause further cutting at lower portions of the kerf.<br />

405<br />

2

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!