Page 255 - Mechanics Analysis Composite Materials
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240                 Mechanics and analysis of composite materials


                          h2
                 smm =                                                          (5.44)
                         k   hi   '
                       Ci=l(i)
                            A mm
              Laminates composed  of unidirectional plies have special stacking-sequence nota-
              tions. For example, notation [0;/+45"/-45"/90~]  means that the laminate consists
              of 0"  layer having two plies, f45" angle-ply layer, and 90" layer also having two
              plies. Notation  [0"/90"],means that the laminate has five cross-ply layers.



              5.4.  Quasi-homogeneous laminates
                Some typical layers considered in Chapter 4 were actually quasi-homogeneous
              laminates (see Sections 4.4, and 4.5),but being composed of a number of identical
              plies, they were treated as homogeneous layers. The accuracy of this assumption is
              evaluated below.

              5.4.I.  Laminate composed of identical homogeneous Kayers

                Consider a laminate composed of layers with different thicknesses but the same
              stiffnesses, Le.,  such that A:;  =A,,  for all i = 1,2,3,...k. Then,  Eqs. (5.29) and
              (5.32) yield





              This result coincides with Eqs. (5.33), which means that the laminate consisting of
              the layers with the same mechanical properties is a homogeneous laminate (layer)
              studied in Section 5.2.


              5.4.2. Laminate composed of inhomogeneous orthotropic layers

                Let the laminate have the structure  [0"/90"],,  where p = 1,2,3,... specifies the
              number  of  elementary cross-ply couples of 0"  and  90"  plies.  In  Section 4.4,  this
              laminate was  treated  as  a  homogeneous layer with  material  stiffness coefficients
              specified by Eqs. (4.100). Taking 60 = igo = 0.5 in these equations we get




              In accordance with Eqs. (5.36), stiffness coefficients of this layer should be
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