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68                                    Mechanical Behaviour of Plastics

                      previous questions can be used. For example, to determine the  1  year deflec-
                      tion of  the beam  in this question, the appropriate 1 year  modulus from the
                      polypropylene creep curves could be used.
                        Throne has reported that the relationship between foam modulus and density
                      can be generalised to other properties such as tensile strength, fatigue strength,
                      creep properties as well as shear and compression modulus. Thus if X is the
                      general material property then
                                                 “=(E) 2
                                                                                   (2.20)
                                                 X,
                        Example 2.9 A solid polyethylene beam is 10 mm thick and  15 mm wide.
                      If it is to be replaced with a sandwich section with solid polyethylene in the
                      two outer skins and polyethylene foam (density = 200 kg/m3) in the centre,
                      calculate the dimensions of the sandwich beam if it is to have optimum stiffness
                      at the same weight as the solid beam. If the foam material costs 20%  more than
                      the solid material, calculate the increase or decrease in cost of  the sandwich
                      beam.
                        Solution The weight per unit length, W, for the solid beam is
                                    W = 935 x  lo3 x  15  x  10  x   = 140 g/m

                      For the sandwich section
                                         W = p,bh + p,2bd
                                                            W
                                              W-2bdp    ---_      2d
                                          h=            -
                                                 PCb      bP,D    D
                      where D = density ratio (pc/ps).
                        The flexural stiffness of the beam will be proportional to EZ.  So converting
                      the section to an equivalent ‘I’ beam as in the previous example


                                                          12
                                    E,I  = E,          --+(;)2$]
                                                    h)3  bh3
                        Substituting for h from above, the stiffness may be optimised for constant W,
                      by differentiating this expression and equating to zero. This gives the optimum
                      beam depth as

                                     1          48W     48W  +  24Wd(D2 - 1)(D - 1)  1
                                                                       bPsD2
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