Page 411 - Wind Energy Handbook
P. 411

BLADES                                                                 385


             rules. Thus, for a ply reinforced by UD fibres, the longitudinal stiffness modulus,
             E 1 , can be derived accurately from the rule of mixtures formula

                                        E 1 ¼ E f V f þ E m (1   V f )             (7:3)

             where E f is the fibre modulus (72.3 GPa for E-Glass), E m is the matrix modulus (in
             the range 2.7–3.4 GPa) and V f is the fibre volume fraction. On the other hand, the
             inverse form of this formula, e.g.,

                                           1   (1   V f )  V f
                                             ¼        þ                            (7:4)
                                          E 2    E m    E f
             significantly underestimates the transverse modulus, E 2 , and the in-plane shear
             modulus, G 12 . More accurate formulae based on more sophisticated models are
             given in Barbero (1998).
               The longitudinal tensile strength of a ply reinforced by UD fibres, ó 1t , can be
             estimated from:

                                                   E m
                                      ó 1t ¼ ó fu V f þ  (1   V f )                (7:5)
                                                    E f
             where ó fu is the ultimate tensile strength of the fibres. However, the tensile
             strengths of E-glass single fibres (3.45 GPa) cannot be realized in a composite, where
             fibre strength reductions of up to 50 percent have been measured. Accordingly, a
             value of ó fu of 1750 MPa should be used in Equation (7.5).
               The longitudinal compressive strength of a ply reinforced by UD fibres is always
             significantly less than the tensile strength because of microbuckling of the fibres,
             which is governed by the shear strength of the matrix and the degree of fibre
             misalignment. A strength reduction of at least 15 percent should be allowed for,
             assuming minimum fibre misalignment.
               Clearly, longitudinal stiffness and strength are both limited by the fibre volume
             fraction obtainable. For hand lay-up, fibre volume contents of 30–40 percent are
             typical, but the use of ‘vacuum bagging’, in which trapped air and excess volatile
             compounds, such as residual solvent, are extracted, consolidates the composite and
             allows a volume fraction of 50 percent or more to be achieved. The use of ‘pre-
             pregs’, which are unidirectional fibres or woven fabric pre-impregnated with
             partially cured epoxy resin, results in similar increased fibre volume fractions.



             Fatigue properties

             When expressed in terms of stress, the fatigue properties of composite laminates
             extend over a wide range, depending on fibre volume fraction and the number of
             plies with fibres in the longitudinal direction. However, data from constant stress
             amplitude fatigue test results become much more intelligible if stress ranges are
             converted into initial strain ranges, allowing the fatigue properties of composites
             with different lay-ups to be compared. (The Young’s modulus of a composite
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