Page 337 - Mechanics Analysis Composite Materials
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322                 Mechanics and analysis of composite materiab
              The inverse form of  Eq. (7.31) is
                                           1
                               R(t - r)&(r)dr  .                              (7.32)



            Here,  R(t - z)  is  the  relaxation  modulus  or  the  relaxation  kernel  that  can  be
            expressed, as shown below, in terms of C(t - z).
              The creep compliance is determined using experimental creep diagrams. Passing
            to a new variable 0 = t - z we can write Eq. (7.31) in the following form:


                                                                              (7.33)


            For the creep test, stress is constant, so (T = go, and Eq. (7.32) yields



                                                                              (7.34)


            where EO  = oo/E = ~(t= 0) is the instant elastic strain  (see Fig. 7.1 1). Differenti-
            ating this equation with respect to t we get

                      1 dE(t)
                C(t)= --     .
                      EO  dt
            This expression allows us  lo  determine the  creep compliance differentiating the
            given experimental creep diagram or its analytical approximation. However, for
            practical analysis, C(0) is usually determined directly from Eq. (7.34) introducing
            some approximation for C(0) and matching thus obtained function ~(t)with  the
            experimental creep diagram. For this purpose, Eq. (7.34) is written in the form



                                                                              (7.35)


            Experimental creep diagrams for unidirectional glass-epoxy composite are presented
            in this form in Fig. 7.15 (solid lines).
              The simplest is the exponential approximation of the type


                                                                              (7.36)


            Substituting Eq. (7.36) into Eq. (7.35) we obtain
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