Page 300 - Mechanics Analysis Composite Materials
P. 300

Chapter 6. Failure criteria and strength of  laminates   285

            As  an  example,  Fig.  6.16  displays  the  dependence  of  the  normalized  maximum
            deflection w/R on the force P for the fiberglass-epoxy cross-ply cylindrical shell of
            radius R loaded with a radial concentrated force P (Vasiliev, 1970). The shell failure
            was caused by deiamination. The shadowed interval shows the possible values of the
            ultimate force calculated with the aid of Eq. (6.19) (this value is not unique because
            of the scatter of interlaminar shear strength).



            6.2.  Practical recommendations and discussion

              As follows from the foregoing analysis, for practical strength evaluation of fabric
            composites, we can use either maximum stress criterion, Eqs. (6.2) or second-order
            polynomial  criterion in  Eq. (6.14) in  conjunction with  Eq.  (6.15)  for the case of
            biaxial compression. For unidirectional composites with polymeric matrices, we can
            apply Eqs. (6.3) and (6.4) in which function F is specified by  Eq. (6.17). It should
            be  emphasized  that  experimental  data have  usually  rather  high  scatter,  and  the
            accuracy of more complicated and rigorous strength criteria can be more apparent
            than  real.  It  should  be  also  noted  that  the  simplicity  of  the  recommended
            polynomial  criteria is associated  with  the fact that from  the very beginning  they
            were introduced in this chapter as formal approximations  of experimental data in
            the principal  material  coordinates.  In  the literature,  these criteria  are sometimes
            formulated in a tensor-polynomial  form as linear combinations of mixed invariants
            of the stress tensor aii and the strength tensors of different ranks Sii, Sijk,, etc., Le.

                                                                              (6.20)
                i.k       i.k.m.11

            Using the standard transformation for tensor components we can readily write this
            equation  for  an arbitrary  coordinate  frame.  However,  the  fact  that  the  strength



                                   P,kN
                                   2

                                  1.6
                                  1.2

                                  0.8

                                  0.4
                                   0                      WlR
                                     0   0.004  0.008  0.012  0.016  0.02

            Fig. 6.16.  Experimental  dependence  of  the  normalized  maximum  deflection  of  a  fiberglass-epoxy
                               cylindrical shell on the radial concentrated  force.
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