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334                 Mechanics and analysis of composite materials

                Strength criteria discussed in Chapter 6 can be generalized for the case of long-
              term loading if we change the static ultimate stresses entering these criteria for the
              corresponding long-term strength characteristics.

              7.3.3. Cyclic loading

                Consider  the  behavior  of  composite  materials  under  the  action  of  loads
              periodically changing in time.  For qualitative analysis, consider  first the material
              that  can  be  simulated  with  the  simple  mechanical  model  shown  in  Fig. 7.16.
              Applying stress acting according to the following law:

                  a(t) = a0sin ut ,                                             (7.53)

              where 00  is the amplitude of stress and w is the frequency we can solve Eq. (7.41)
              that describes the model under study for strain &(t).The result is

                  ~(t)= Q sin(ot + 0)  ,                                        (7.54)

              where


                                                                                (7.55)


              As follows from these equations, viscoelastic material is characterized with a phase
              shift of strain with respect to stress. Eliminating time variable from Eqs. (7.53) and
              (7.54) we arrive at the following relationship between stress and strain

                  (-$+($-2coso-=      a&  sin2 e .
                                      a0Eo

              This is the equation  of an ellipse shown in  Fig. 7.22(a). The absolute value of the
              area A, inside this ellipse (its sign depends on the direction of integration along the
              contour) determines the energy dissipation per one cycle of vibration,  i.e.
                  AW  = JAl = nao&olsin8).                                      (7.56)

              Folowing Zinoviev and Ermakov (1994) we can introduce the dissipation factor as
              the ratio of energy loss in a loading cycle, A W, to the amplitude value of the elastic
              potential energy in a cycle,  W, as

                  $=- AW
                      w’

              where, in  acccordance  with  Fig. 7.22(b),  W = (1/2)00~.Transforming  Eq. (7.56)
              with the aid of Eqs. (7.55) we arrive at
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