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The Delft Sand, Clay & Rock Cutting Model, 2019a

The Delft Sand, Clay & Rock Cutting Model, 2019a

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7.7. Resulting Forces.<br />

<strong>The</strong> <strong>Delft</strong> <strong>Sand</strong>, <strong>Clay</strong> & <strong>Rock</strong> <strong>Cutting</strong> <strong>Model</strong>.<br />

Now the question is, when do we have a Flow Type, Curling Type or Tear Type and how does this depend on<br />

the different parameters. This is explained by a number of examples.<br />

Example 1: Cohesion c=1 kPa, adhesion a=1 kPa, tensile strength σT=-0.3 kPa, blade height hb=0.1 m, blade<br />

angle α=55°, forces per unit width of the blade.<br />

0.75<br />

Horizontal <strong>Cutting</strong> Force F h vs. Layer Thickness h i<br />

0.70<br />

0.65<br />

Fh Flow<br />

Horizontal <strong>Cutting</strong> Force F h (kN)<br />

0.60<br />

0.55<br />

0.50<br />

0.45<br />

0.40<br />

0.35<br />

0.30<br />

0.25<br />

0.20<br />

0.15<br />

0.10<br />

0.05<br />

0.00<br />

0.00 0.05 0.10 0.15 0.20 0.25 0.30 0.35 0.40 0.45 0.50<br />

Layer Thickness h i (m)<br />

Fh Tear - Beta Flow<br />

Fh Tear - Beta Tear<br />

Fh Curling<br />

Fh Resulting<br />

© S.A.M.<br />

Figure 7-39: Horizontal force; cohesion c=1 kPa, adhesion a=1 kPa, tensile strength σT=-0.3 kPa, blade<br />

height hb=0.1 m, blade angle α=55°<br />

According to Figure 7-27 (see also Figure 7-40) there will be a transition from the Flow Type to the Tear Type<br />

at r=0.3, so a layer thickness hi=0.32 m. But will this really happen? Suppose we investigate the undercutting<br />

process of a cutter head, where the layer thickness increases from zero to a maximum during the rotation of a<br />

blade. When the blade starts cutting the layer thickness is zero and increases in time. First the cutting process is of<br />

the Curling Type up to a layer thickness of about hi=0. 65 m. At this layer thickness the mobilized blade height<br />

equals the actual blade height and there is a transition from the Curling Type to the Flow Type. When the layer<br />

thickness is increased further, at a layer thickness of about hi=0.32 m the normal stresses on the shear plane result<br />

in normal stresses more negative than the tensile strength under an angle of 45° downwards with respect to the<br />

direction of the shear plane, so there is a transition from the Flow Type to the Tear Type. However, once the Tear<br />

Type of cutting mechanism occurs, this mechanism will search for a shear angle, resulting in a minimum cutting<br />

force. This shear angle tends not to be equal to the optimum shear angle of the Flow Type. Figure 7-21 shows the<br />

optimum shear angle of the Flow Type, while Figure 7-29 shows the optimum shear angle of the Tear Type. <strong>The</strong><br />

result is a discontinuity in the cutting force, the cutting force is reduced (the beta real curve) at the moment the<br />

Tear Type is the cutting mechanism. Another reduction may occur, because the force calculated is the force at the<br />

start of a tensile crack. When the blade continues moving forward, the horizontal force will probably be smaller<br />

than the force at the initiation of the tensile crack, resulting in a lower average force.<br />

Now suppose we are overcutting with our cutter head. This means we start with some maximum layer thickness<br />

thick enough to cause the Tear Type to occur. When the blade progresses, the layer thickness decreases. But since<br />

the curve of the real beta is followed, the Tear Type will continue until a layer thickness of about hi=0.065 m is<br />

reached. In fact, each time a block of clay breaks out of the clay and the cutting process starts again. At the layer<br />

thickness of about hi=0.065 m there is a transition directly from the Tear Type to the Flow Type.<br />

Page 230 of 454 TOC Copyright © Dr.ir. S.A. Miedema

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