Formulation, Characterization and Future Potential of Composite Materials from Natural Resources: the case of Kenaf and Date Palm Fibers
Table 15.
Average mechanical characteristics of K-reinforced bio-mortars obtained inthe bending and compression test.
|
| results |
Average value |
STD |
results |
Average value |
STD |
|
| 0 |
0 |
0 |
0 |
0 |
|
5.39 |
/ |
|
31.1 |
/ |
|
| 1 |
1 |
5 |
1 |
1 |
6.32 |
7.14 |
1.73 |
40.5 |
40.2 |
1.37 |
|
| 7.70 |
41.4 |
|
| 7.42 |
38.7 |
|
| 2 |
1 |
10 |
2 |
4 |
6.89 |
6.33 |
1.03 |
36.4 |
35.2 |
4.84 |
|
| 5.65 |
34.0 |
|
| 6.46 |
35.4 |
|
| 3 |
1 |
20 |
5 |
8 |
5.55 |
5.37 |
3.44 |
25.0 |
24.3 |
1.42 |
|
| 4.98 |
25.3 |
|
| 5.60 |
22.7 |
|
| 4 |
2 |
5 |
2 |
8 |
7.01 |
6.44 |
0.23 |
21.1 |
20.6 |
0.50 |
|
| 7.81 |
20.6 |
|
| 6.49 |
20.1 |
|
| 5 |
2 |
10 |
. 5 |
1 |
4.71 |
4.63 |
1.60 |
18.9 |
18.2 |
0.91 |
|
| 3.95 |
17.2 |
|
| 4.27 |
18.6 |
|
| 6 |
2 |
20 |
1 |
4 |
2.70 |
2.53 |
1.63 |
12.2 |
14.9 |
2.53 |
|
| 2.53 |
17.2 |
|
| 2.38 |
15.4 |
|
| 7 |
5 |
5 |
5 |
4 |
5.07 |
5.54 |
0.68 |
19.0 |
20.4 |
0.36 |
|
| 5.23 |
20.9 |
|
| 5.23 |
21.2 |
|
| 8 |
5 |
10 |
1 |
8 |
3.17 |
3.60 |
1.73 |
12.60 |
12.60 |
0.13 |
|
| 2.76 |
13.04 |
|
| 3.22 |
12.01 |
|
| 9 |
5 |
20 |
2 |
1 |
3.20 |
3.20 |
1.41 |
10.7 |
10.3 |
0.52 |
|
| 3.17 |
10.0 |
|
| 4.13 |
10.2 |
|
|
|
|
