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Strona 2_redak - Instytut Agrofizyki im. Bohdana Dobrzańskiego ...

Strona 2_redak - Instytut Agrofizyki im. Bohdana Dobrzańskiego ...

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55<br />

7.2. Factors influencing angle of internal friction of cereals<br />

7.2.1. Moisture content of the material<br />

Grain moisture content has deep influence on the mechanical properties of<br />

grain in bulk [67] as it modifies surface properties of seed-coat as well as the<br />

properties of kernel endosperm. Changing moisture content of grain influences<br />

shear stress-strain characteristics, and consequently the determination of strength<br />

parameters: the angle of internal friction φ and the cohesion c. Figure 7.4 presents<br />

data obtained in direct shear test for wheat of moisture contents of 12, 20 and 22%.<br />

The results show that for wheat at 10% of m.c. (fig. 7.4 a) exper<strong>im</strong>ental<br />

curves stabilized or attained max<strong>im</strong>um below the 0.05 ∆L/D level of strain<br />

required by Eurocode 1. An increase in grain moisture content resulted in an increase<br />

in shear path to attain a stable level. In the case of grain of 20% moisture content (fig.<br />

7.4 b) and 100 kPa of normal pressure the test curve stabilized at a stress level clearly<br />

above the 0.05 of the sample diameter. For grain moisture content of 22% (fig. 7.4c)<br />

shear stress stabilized only for the two lowest levels of normal stress and for strain of<br />

approx<strong>im</strong>ately equal to 0.05 ∆L/D that precluded determination of the strength<br />

parameters. These results show that to determine strength parameters of wet grain<br />

an extension of shearing path up to 0.10 of sample diameter is necessary.<br />

Shear stress (kPa)<br />

90<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

a<br />

0<br />

0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10 0<br />

5<br />

4<br />

3<br />

2<br />

1<br />

Shear stress (kPa)<br />

90<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

b<br />

5<br />

4<br />

3<br />

2<br />

1<br />

0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10<br />

0 0<br />

0<br />

Shear stress (kPa)<br />

90<br />

80<br />

70<br />

60<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

c<br />

4<br />

3<br />

2<br />

1<br />

0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.10<br />

5<br />

Fig. 7.4. Shear stress τ versus ratio of displacement to the sample diameter ∆L/D for wheat of<br />

moisture contents of : a) 12%, b) 20% and c) 22%, for normal stress σ n of: 1-20 kPa, 2-40 kPa,<br />

3-60 kPa, 4-80 kPa and 5-100 kPa

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