Page 114 - Mechanics Analysis Composite Materials
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Chapter 3.  Mechanics of a unidirectional ply    99

                                   o,,MPa
                                  2800


                                  2000
                                               ,
                                  1600        ,
                                  1200       ,
                                   800

                                    0
                                     0   0.5   1   1.5   2   2.5   3




















            Fig. 3.42.  Stress-strain  curves for unidirectional aramidqoxy composite material under longitudinal
                tension and compression (a), transverse tension and compression (b), and in-plane shear (b).

            Dependence of the ratio i?;/@,,,   for epoxy composite is shown in Fig. 3.50. As can be
            seen, transverse strength of a unidirectional material is considerably lower than the
            strength of the matrix. It should be noted that for the first-order model that ignores the
            shape of the fiber cross-sections (see Fig. 3.34), 5; is equal to am.Thus, the reduction
            of   is caused by the stress concentration in the matrix induced by cylindrical fibers.
              However, both polymeric and metal matrices exhibit, as follows from Fig.  I. 11
            and  1.14, elastic-plastic  behavior, and plastic deformation  reduces, as known, the
            effect of stress concentration.  Nevertheless, stress-strain  diagrams  if:   - E,  shown
            in  Figs. 3.40-3.43  are linear up to the failure point. To explain this phenomenon,
            consider element A  of the matrix located  in the vicinity of a fiber as in  Fig. 3.38.
            Assuming that the fiber is absolutely rigid we can conclude that the matrix strains in
            directions 1 and 3 are close to zero. Taking E;'  = 8y = 0 in  Eqs. (3.94) we arrive at
            Eqs. (3.101)  for  stresses  according  to  which  of  = oy = ,urnor.Dependence  of
            parameter  ,urn on the matrix  Poisson's  ratio  is presented  in Fig. 3.51. As follows
            from this figure, in the limiting case v,   = 0.5 we have pm = 1 and a? = or = CT?,
            i.e., the state of stress under which all the materials behave as absolutely brittle. For
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