Page 238 - Plastics Engineering
P. 238

Mechanical Behaviour of Composites                             22 1

                  To assist the reader the values of  the terms in the matrices are
                        [3.is;  103   1.16 x 103                 B= [I
                   A  =  1.16 x  IO3  3.158 x  lo3  8  ] N/mm                I]
                                         0      996.7
                        [  3.670x  10-4   -1.35  x  10-4   0
                   a =  -1.35  x  10-4   3.67 x 10-4      0
                                            0        1.003 x  1  mdN
                  This type of analysis could also be used for a sandwich structure with solid
                sluns and a foamed core. It is simply a matter of  using the appropriate values
                of  El, G12, E2, u12  for  the  skin  and  core material. This  is  illustrated in  the
                following Example.
                  Example 3.15  A sandwich moulding is made up of solid skins with a foamed
                plastic core. The skins and core may be regarded as isotropic with the following
                the properties:

                  Skin - Material A, El  = E2 = 3.5 GN/m2, G12  = 1.25 GN/m2, u12  = 0.4.
                  Foam Core - Material B, El  = E2  = 0.06 GN/m2, Glz = 0.021 GN/m2,
                                                =
                                             ~12 0.43.
                The skins are each 1 mm thick and the core is 20 mm thick.
                  If  moments of  M, = 400 Nm/m  and My = 300 Nm/m  are  applied to  the
                moulding, calculate the resulting curvatures and the stresses and strains in the
                cross-section.
                  Solution As  the  skins and  core are isotropic, we  only need  to  get the e
                values for each:
                                  Skin                           Foamed Core

                -  [ 4.16:~ lo3  1.667 x  lo3                   73.63  31.63   0
                Ql =  1.667 x  lo3  4.167 x  lo3          Q2=   31.63  73.63   0  1
                                      0      1.25 x  io3 I - [ o        0   20.98



                  Assuming as before that  there  are  four  layers with  the centre line at  the
                mid-plane of  the cross-section, then
                       ho  = -11,   hl  = -10,   h2 = 0,   h3  = 10,   h4  = 11 mm
                As these are only moments applied and the section is symmetric (B = 0) we
                only need the D and d matrices. These are given by
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