Page 212 - 3D Fibre Reinforced Polymer Composites
P. 212

Stitched Composites                        20 1



                          60
                        E
                        E
                       - 50
                        6         Unstitched GRP
                       I"
                       s   40     Heavily Stitched
                       I-
                          30
                       z
                       s
                       2 20
                          10
                       5
                       w   o
                             LOW INTENSITY BLAST   HIGH INTENSITY BLAST
                                            (a)


                                                 0 Unstitched GRP
                                                    Lightly Stitched GRP
                                                    Heavily Stitched GRP
                                     T        T
                          300


                       E  200
                       u)
                       -I
                       X
                       W
                       -J
                       LI
                            0
                                NO BLAST   LOW INTENSITYHIGH INTENSITY
                                 DAMAGE                    BLAST
          Figure 8.35 (a) Amount of  delamination damage caused by  a low and high  intensity
          explosive blast.  (b) Flexure-after-blast strengths of  stitched and unstitched composites
          (Mouritz, 2001).



          8.6 STITCHED COMPOSITE JOINTS

          For adhesively bonded composite lap joints, typical failure initiates and propagates, in a
          form of delamination, along the interface between the surface and the second ply in one
          composite adherend.  Figure 8.36 schematically depicts the onset and propagation of
          interlaminar  delamination  between  the  surface  and  second  plies  in  a  double-lap
          composite joint.  It is believed that the high positive normal stress near an overlap end
          and the low interlaminar strength are believed to be the two major contributing factors.
          Depending  on  the  joint  configuration  and  loading  conditions,  a  delamination  can
          propagate along an interface or kink into an adjacent interface, or a sectional fracture
          occurs in the deformed surface ply.
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