Page 344 - Mechanics Analysis Composite Materials
P. 344

Chapter 7. Environmental, special loading, and manufacturing effects   329

           most  difficult  stage of  the  problem  solution.  There exist exact  and approximate
           analytical and numerical  methods for performing inverse Laplace transformation
           discussed, e.g.,  by Schapery (1974). The most commonly used approach is based on
           approximation  of the solution written in terms of transformation  parameter p  with
           some functions for which the inverse Laplace transformation  is known.
             As an example, consider  the problem  of  torsion  for an orthotropic cylindrical
           shell similar to shown in  Figs. 5.19 and 5.21. The shear strain induced by torque T
           is specified by Eq. (5.1 12). Using the elastic-viscoelastic  analogy we can write the
           corresponding equation for the creep problem as


                                                                             (7.48)


           Here, BM@)=A&(p)h, where h is the shell thickness.
             Let the shell be made of glass+poxy  composite whose mechanical properties are
           listed  in  Table  3.5 and creep  diagrams  are  shown  in  Fig. 7.15.  To  simplify the
           analysis, we assume that for the unidirectional composite under study EZIEI  = 0.22,
           GI?/EI = 0.06, vi2 = v21 = 0 and introduce the normalized shear strain
               7 = ".(&)    -I   .




           Consider first a k45" angle-ply material discussed in Section 4.5  for which, with due
           regard  to Eqs. (4.72), and (7.46) we can write






           Exponential  approximation,  Eq. (7.36),  of  the  corresponding  creep  curve  in
           Fig. 7.15 (the lower broken line) is





           where AI = 0.04 and a1  = 0.06 l/day. Using Eqs. (7.42), we arrive at the following
           Laplace transforms  of the creep compliance and the torque which is constant

                        AI            T
               C2*2(p)= -      T*@)=- .
                         +P'          P

           The final expression for the Laplace transform  of the normalized shear strain is

                                                                             (7.49)
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