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Mechanical Behaviour of  Composites                            233

                   A  variety  of  methods have been  suggested to  deal with  the prediction of
                 failure under  multi-axial  stresses  and  some  of  these  have  been  applied  to
                 composites. The main methods are
                   (i) Maximum Stress  Criterion: This  criterion  suggests  that  failure  of  the
                 composite will occur if  any one of  five events happens

                   oI 2 CTT  or   01  5 &c  or  02 2 62T  or  a2 5 &  or   t12 2 312
                 That is, if the local tensile, compressive or shear stresses exceed the materials
                 tensile, compressive or  shear strength then  failure will  occur. Some typical
                 values for the strengths of  uni-directional composites are given in Table 3.5.

                                               Table  3.5
                           Typical strength properties of unidirectional fibre reinforced plastics

                                   Fibre
                                  volume
                                  fraction,   3117   32r      62      &IC      32c
                     Material       Vf    (GN/m2)   (GN/m2)   (GN/m*)   (GN/m2)   (GN/m*)

                 GFRP              0.6      1.4     0.05     0.04     0.22     0.1
                 (E glasdepoxy)
                 GFRP              0.42     0.52    0.034     -        -        -
                 (E glasdpolyester)
                 KFRP               0.6     1.5     0.027    0.047    0.24     0.09
                 (Kevlar 49/epoxy)
                 CFRP               0.6     1.8      0.08     0.1     1.57     0.17
                 (Carbodepoxy)
                 CFRP              0.62     1.24     0.02    0.04     0.29     0.03
                 (Carbon HWepoxy)

                   GFRP - Glass fibre reinforced plastic
                   KFRP - Kevlar fibre reinforced plastic
                   CRFP - Carbon fibre reinforced plastic

                   (ii) Maximum Strain Criterion: This criterion is  similar to the  above only
                 it  uses  strain  as  the  limiting  condition rather  than  stress.  Hence,  failure  is
                 predicted to occur if



                   (iii) Tsai-Hill  Criterion: This empirical criterion defines failure as occur-





                 The values in this equation are chosen so as to correspond with the nature of
                 the loading. For example, if  (TI  is compressive, then 6~c is used and so on.
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