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effect of contiguity on shear elastic modulus of fibre reinforced ...

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12 Raluca Hohan, Liliana Bejan and Nicolae Ţăranu<br />

<strong>shear</strong> <strong>modulus</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> <strong>elastic</strong>ity in the plane <str<strong>on</strong>g>of</str<strong>on</strong>g> lamina (1, 2), ν12 – the major<br />

Poiss<strong>on</strong>’s ratio and ν21 – the minor Poiss<strong>on</strong>’s ratio.<br />

The stiffness properties can be determined by experimental<br />

measurements, but <strong>on</strong>e set <str<strong>on</strong>g>of</str<strong>on</strong>g> experimental measurements determines the<br />

properties <str<strong>on</strong>g>of</str<strong>on</strong>g> a <strong>fibre</strong>-matrix system produced by a single fabricati<strong>on</strong> process.<br />

When any change in the system variables occur, additi<strong>on</strong>al measurements are<br />

required. These experiments may become time c<strong>on</strong>suming and cost prohibitive;<br />

therefore, a variety <str<strong>on</strong>g>of</str<strong>on</strong>g> methods, based <strong>on</strong> micromechanics, have been used to<br />

predict them (Agarwal et al., 2006; Daniel et al., 2006). In predicti<strong>on</strong> studies,<br />

micromechanics mean the analysis <str<strong>on</strong>g>of</str<strong>on</strong>g> the <str<strong>on</strong>g>effect</str<strong>on</strong>g>ive composite properties in<br />

terms <str<strong>on</strong>g>of</str<strong>on</strong>g> c<strong>on</strong>stituent material properties. The E-glass <strong>fibre</strong>s have been utilized in<br />

the analysis presented in this paper. Many FRP composites for structural<br />

applicati<strong>on</strong>s in civil engineering are based <strong>on</strong> thermosetting polymers. These<br />

polymers develop a spatial network that sets them in shape. If they are heated<br />

after they have been cured, they do not melt and will retain their shape until<br />

they begin to thermally decompose at high temperature (Askeland et al., 2010;<br />

Hollaway, 2010). An epoxy polymer matrix with <strong>elastic</strong> <strong>modulus</strong> E = 3 GPa and<br />

Poiss<strong>on</strong>’s ratio ν = 0.38 has been utilized in this paper for numerical<br />

calculati<strong>on</strong>s.<br />

3. Geometry <str<strong>on</strong>g>of</str<strong>on</strong>g> Fibres Distributi<strong>on</strong> and C<strong>on</strong>tiguity<br />

The range <str<strong>on</strong>g>of</str<strong>on</strong>g> c<strong>on</strong>stituent volume fracti<strong>on</strong>s that may be expected in <strong>fibre</strong><br />

<strong>reinforced</strong> composites can be determined using representative area elements for<br />

idealized <strong>fibre</strong>-packing geometries such as the triangular and square arrays<br />

shown in Fig. 3.<br />

a b<br />

Fig. 3 – Representative area elements for idealized <strong>fibre</strong>- packing geometries<br />

a – square array and <strong>fibre</strong>s positi<strong>on</strong> for Vf max; b – triangular array and <strong>fibre</strong>s<br />

positi<strong>on</strong> for Vf max.<br />

If it is assumed that the <strong>fibre</strong> spacing, s, and the <strong>fibre</strong> diameter, d, do not<br />

change al<strong>on</strong>g the <strong>fibre</strong> length, then, the area fracti<strong>on</strong>s must be equal to the<br />

volume fracti<strong>on</strong>s (Ţăranu et al., 2005) The <strong>fibre</strong> volume fracti<strong>on</strong> for the square<br />

array is found by dividing the area <str<strong>on</strong>g>of</str<strong>on</strong>g> the <strong>fibre</strong> enclosed in the square by the<br />

total area <str<strong>on</strong>g>of</str<strong>on</strong>g> square. The maximum theoretical <strong>fibre</strong> volume fracti<strong>on</strong> in the<br />

square area occurs when s = d,

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