Environmental Engineering Reference
In-Depth Information
Properties
Shrinkage
Strength
MC (%)
0
30
FSP
Figure 5.10 Relation of shrinkage and strength of natural i ber upon FSP.
PF: y = 0.1666x + 2.8654
R 2 = 0.9846
UP: y = 0.1004x + 2.9629
R 2 = 0.9554
5
PF
UP
3.89 f
3.73 e
3.98 g
3.59 f
4
3.55 d
3.51 e
3.6 f
3.39 c
3.15 b
3.41 d
3.27 c
3.07 a
3.1 b
3
2
1
0
Control
1000
900
800
700
600
500
Impregnaton pressure (mmHg)
Figure 5.11 Tensile modulus of PF- and UP-impregnated sugar palm i bers at various
impregnation pressures.
modulus as the pressure increases. h e impregnated i bers became brittle
as impregnation pressure increased. h e opposite trend was obtained for
tensile strength where the PF-impregnated i bers showed a signii cantly
higher tensile modulus than UP-impregnated i bers, as observed in their
regression trends. It is also observed that the i bers reached a signii cant
maximum tensile modulus when impregnated at a pressure of 500 mmHg:
3.98 GPa (PF) and 3.60 GPa (UP). h ere was also no signii cant dif er-
ence in the tensile modulus of UP-impregnated i ber between pressures
of 600 and 500 mmHg. h e increase in brittleness, especially for the i ber
impregnated with PF, explains that less energy was absorbed before rup-
ture, which means a reduction in i ber toughness. h is information is vital
in designing materials used in structural applications where it is important
to produce a tough material as opposed to a brittle material.
As observed earlier in the stress strain curve, the elongation at break
of i ber at er impregnation was reduced considerably as the impregna-
tion pressure increased, as shown in Figure 5.12. h e i gure shows that the
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