Page 220 - Plastics Engineering
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Mechanical Behaviour of  Composites                            203
       layer. At  first glance it might appear that the best means of  achieving a more
       isotropic behaviour would be to have two layers with the unidirectional fibres
       arranged perpendicular to each other. For example, two layers arranged at 0"
       and 90" to the global x-direction or at +45"  and -45"  to the x-direction might
       appear to offer more balanced properties in all directions. In fact the lack of
       symmetry about the centre plane of the laminate causes very complex behaviour
       in such cases.
         In  general it is best to aim for symmetry about the centre plane. A  lami-
       nate in which the layers above the centre plane are a mirror image of  those
       below  it is described as symmetric. Thus a  four stack laminate with  fibres
       oriented at 0", 90", 90" and 0" is symmetric. The convention is to denote this
       as [oo/900/900/o"]T or [0", 90;,  Oo]T or [0"/90"],. In general terms any laminate
       of  the type [e, -8, -8,  e]T  is symmetric and there may of  course be any even
       number of  layers or plies. They do not all have to be the same thickness but
       symmetry must be maintained. In the case of a symmetric laminate where the
       central ply is not repeated, this can be denoted by the use of  an overbar. Thus
       the laminate [45/ - 45/0/90/0/  - 45/45]T can be written as [f45,0, %lS.

       In-plane Behaviour of a Symmetric Laminate
         The in-plane stiffness behaviour of symmetric laminates may be analysed as
       follows. The plies in a laminate are all securely bonded together so that when
       the laminate is subjected to a force in the plane of  the laminate, all the plies
       deform by  the same amount. Hence, the strain is the same in  every ply  but
       because the modulus of each ply is different, the stresses are not the same. This
       is illustrated in Fig. 3.19.




















                     Fig. 3.19  Stresses and strains in a symmetric laminate


         When external forces are applied in the global x-y  direction, they will equate
       to the summation of all the forces in the individual plies. Thus, for unit width
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