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58                  Mechanics and analysis of composite materials
             For the carbon-epoxy  composite material considered above as an example, assume
             that the foregoing procedure results in rnf = 0.72. Then, Eqs. (3.4), (3.9, and (3.7)
             give uf  = 0.63, pc = 1.58 g/cm3, and up = 0.013.
               For  real  composite  materials,  we  normally  have  uf  = 0.5W.65.  Lower  fiber
             volume content results in lower ply strength and stiffness under tension along the
             fibers, while higher fiber content, close to the ultimate value, leads to reduction of
             the ply  strength  under  longitudinal compression and  in-plane shear due  to poor
             bonding of the fibers.
               Since the fibers have circular cross-sections, there exists the ultimate fiber volume
             fraction, uy  which is less than  unity  and  depends on  the fiber arrangement.  For
             typical  arrangements  shown  in  Figs. 3.3-3.5,  ultimate  arrays  are  presented  in
             Fig. 3.6, and the corresponding ultimate fiber volume fractions are

                                  1   rcd2   IT
                square array  u;! =  (7) = - = 0.785,
                                            4
                                      2    nd2     rc
                hexagonal array  vu  -     ~      - 0.907,
                                                      =
                                 ‘-d26(  4)=26
                                     ~
                layer-wise array  u;! = dz c2) - =:=0.785   .



             5.2.  Fiber-matrix  interaction

             f.2.1.  Theoretical and actual strength
              The most important property of advanced composite materials is associated with
             rery high strength of a unidirectional ply accompanied with relatively low density.
             rhis advantage of  the  material  is  provided  mainly by  fibers. Correspondingly a
             iatural  question arises as to how such traditional lightweight materials like glass
             )r graphite that were never applied as primary load-bearing structural materials can




















              Fig. 3.6.  Ultimate fiber arrays for square (a), hexagonal  (b), and layer-wise (c) fiber distributions.
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