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Properties of hemp fibre polymer composites -An optimisation of ...

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Table 8. Physical and mechanical properties <strong>of</strong> the laminates reinforced with the<br />

defibrated <strong>hemp</strong> <strong>fibre</strong>s and <strong>hemp</strong> yarn. Consideration <strong>of</strong> porosity was done with nσ=2.1<br />

for the composite tensile strength σcu and nE=1.0 for the composite stiffness Ec (Paper<br />

IV).<br />

Fibre type and<br />

defibration<br />

Vf-obt<br />

% v/v<br />

Vp-range<br />

% v/v<br />

εcu<br />

%<br />

σm(εcu)<br />

MPa<br />

σfu<br />

MPa<br />

Ef<br />

GPa<br />

Epoxy matrix 0 0.5 4 64 Em = 2.93 GPa<br />

Raw <strong>hemp</strong> bast 26 6 – 7 0.9 23 535 78<br />

Water retted <strong>hemp</strong> 31 5 – 9 0.7 19 586 88<br />

C. sub. tr. <strong>hemp</strong> 1<br />

28 3 – 5 0.7 18 536 88<br />

P. rad. tr. <strong>hemp</strong> 32 3 – 5 0.9 25 643 94<br />

Hemp yarn 35 2 – 6 1.6 39 677 61<br />

Barley straw 2<br />

10 25 – 44 0.6 17 240 22<br />

E-glass 55 0.8 – 2 1.7 40 1350 78<br />

Norway spruce 3<br />

26 74 340 41<br />

1: Multiplied by 1.234 for strength and multiplied by 1.144 for stiffness to consider the effect <strong>of</strong> short<br />

<strong>fibre</strong> length.<br />

2: For barley straw, nσ=2.1 overestimated σfup (440 MPa) compared to the <strong>fibre</strong> bundle test (280 MPa).<br />

nσ=1 gave a more reasonable result and was used.<br />

3: Mechanical properties for dry Norway spruce (Picea abies), with a bulk density <strong>of</strong> 0.40 g/cm 3 and a<br />

cell wall density <strong>of</strong> 1.50 g/cm 3 after correction <strong>of</strong> the bulk tensile strength (88 MPa) and stiffness (11<br />

GPa) for porosity (Boutelje and Rydell, 1986; Klinke et al., 2001).<br />

9.3.3 Composites investigated in previous studies<br />

Results <strong>of</strong> previous investigations <strong>of</strong> composite materials are usually given as <strong>fibre</strong><br />

content and composite tensile strength and composite stiffness. The <strong>fibre</strong> strength and<br />

stiffness could thereby be calculated and is presented in Table 9.<br />

The <strong>fibre</strong> strength determined for the <strong>hemp</strong> yarn <strong>composites</strong> was similar to previous<br />

results with flax yarn (575 Mpa; Madsen and Lilholt, 2003). The determined <strong>fibre</strong><br />

stiffness <strong>of</strong> 58 GPa was also close to the stiffness (60 GPa) for <strong>hemp</strong> yarn in this study.<br />

The similar results are expected since <strong>hemp</strong> <strong>fibre</strong>s and flax <strong>fibre</strong>s have similar chemical<br />

composition (Table 3).<br />

Investigations reported by Hepworth et al. (2000) with raw <strong>hemp</strong> bast and water retted<br />

<strong>hemp</strong> <strong>fibre</strong>s in epoxy-<strong>composites</strong> have shown much lower composite strength (80-90<br />

MPa) using 20% v/v <strong>fibre</strong>s corresponding to a <strong>fibre</strong> strength <strong>of</strong> 290-340 MPa than<br />

obtained in this study. The lower strength can be due to incomplete <strong>fibre</strong> alignment and<br />

high porosity content, which were not presented in the paper. Flax <strong>fibre</strong>s were reported<br />

to have high <strong>fibre</strong> stiffness that was comparable with the stiffness <strong>of</strong> the defibrated <strong>hemp</strong><br />

<strong>fibre</strong>s in this study (94 GPa). The sisal <strong>fibre</strong>s had lower stiffness (38 GPa) presumable<br />

due to the high micr<strong>of</strong>ibril angle (20°) compared with flax <strong>fibre</strong>s and <strong>hemp</strong> <strong>fibre</strong>s<br />

(4°;Table 8).<br />

60 Risø-PhD-11

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