Page 133 - Mechanics Analysis Composite Materials
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118                 Mechanics and analysis of composite materials

             that  is  the  basic  element  of  composite structures.  This  information  is  provided
             by  experimental methods discussed above. As a result, the ply is presented as an
             orthotropic homogeneous material possessing some apparent (effective) mechanical
             characteristics determined experimentally.This means that on the ply level we use a
             phenomenological model of a composite material (see Section 1.l) that ignores its
             actual microstructure.
               It should be emphasized that this model, being quite natural and realistic for the
             majority of  applications, sometimes does not allow us to predict actual material
             behavior.  To  demonstrate  this,  consider a  problem  of  biaxial  compression of  a
             unidirectional composite in  the  23-plane  as  in  Fig. 3.72.  Testing  a  glass-epoxy
             composite material described by Koltunov et al. (1977) shows a surprising result -
             its strength  is  about  8 = 1200 MPa  which  is quite close to  the level  of  material
             strength under longitudinal tension, and material failure is accompanied with the
             fiber breakage typical for longitudinal tension.
               Phenomenologicalmodel fails to predict this mode of failure. Indeed, the average
             stress in  the  longitudinal direction specified by  Eq. (3.75) is equal to zero under
             loading shown in Fig. 3.72,  Le.,
                 01 = 0,Uf + 0yu,  = 0  .                                     (3.127)
                       f
             To  apply  the  first-order  micromechanical model  considered in  Section  3.3,  we
             generalize constitutive equations, Eqs. (3.63), for the three-dimensional stress state
             of the fibers and the matrix as

                                                                              (3.128)


             Changing 1 for 2, 2 for 3, and 3 for I  we can write the corresponding equations for
             €2 and 83.
               Assume that the stresses acting in the fibers and  in  the matrix in  the plane of
             loading are the same, i.e.,



















                            Fig. 3.72.  Biaxial compression of a unidirectional composite.
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