Page 286 - Mechanics Analysis Composite Materials
P. 286

Chapter 6


            FAILURE CRITERIA AND STRENGTH OF LAMINATES






              Consider  a  laminate  consisting  of  orthotropic  layers  or  plies  whose  principal
            material  axes  1,  2,  3,  in  general, do not coincide  with  global coordinates  of  the
            laminate (x, y, z) and assume that this layer or ply is in the plane stressed state as
            in  Fig. 6.1.  It should be emphasized  that,  in contrast to the laminate that  can be
            anisotropic  and  demonstrate  coupling  effects,  the  layer  under  consideration  is
            orthotropic and is referred to its principal material axes. Using the procedure that is
           described  in  Section 5.10 we  can find  stresses 01,   ~2,and  712 corresponding  to a
            given system of loads acting on the laminate. The problem that we approach now is
            to evaluate the laminate load-carrying capacity, Le., to calculate the loads that cause
            the failure of the individual layers and the laminate as a whole. For the layer, this
            problem can be readily solved if we have a failure or strength criterion
               F(Cl,Q,T12)  = 1  ,                                             (6-1)
            specifying the combination of stresses that causes the layer fracture. In other words,
            the layer works while F  < 1, fails if F = 1,  and does not exist as a  load-carrying
            structural element if F > 1. In the space of stresses q,Q,TI~, Eq. (6.1) specifies the
            so-called failure surface (or failure envelope) shown in Fig. 6.2.  Each point of the
            space corresponds to a particular  stress state, and if the point is inside the surface,
            the layer resists the corresponding combination  of  stresses without failure.
             Thus,  the problem of strength analysis is reduced to a construction  of a  failure
           criterion in its analytical, Eq. (6.1), or graphical (Fig. 6.2) form. By now, numerous
            variants of these forms have been proposed for traditional and composite structural
            materials  (Gol’denblat  and  Kopnov,  1968;  Wu,  1974;  Tsai  and  Hahn,  1975;
            Rowlands,  1975; Vicario and Toland,  1975; etc.)  and described by the authors of
            many  text-books  in Composite  Materials.  Omitting  the history  and  comparative
            analysis of particular criteria that can be found elsewhere we discuss here mainly the
            practical  aspects of the problem.

            6.1.  Failure criteria for an elementary composite layer or ply

             There exist, in general, two approaches to construct the failure surface, the first
            of  which  can  be  referred  to  as the  microphenomenological  approach.  The  term

                                              27 1
   281   282   283   284   285   286   287   288   289   290   291