Table 2 Single factor experimental factors and levels.

From: Experimental study on the performance and mechanism of high-pressure abrasive water jet cutting GFRP bars reinforced concrete structures

Level

Traverse speed

m/min

Standoff distance

cm

Pump pressure

MPa

Nozzle diameter

mm

Cutting times

1

2

2

150

0.36

1

2

4

4

200

0.44

2

3

6

6

240

0.50

3

4

8

8

   

6

10

10

   
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