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104                 3D Fibre Reinforced Polymer Composites

                    A  “cross-over  model”  was proposed  by Ramakrishna (1997a) for expressing the
                 crossing  over  of  looped  yarns  of  knitted  fabric.  This  model  considers  the  three-
                 dimensional orientation of  yams in the knitted fabric composite.  Each impregnated
                 yam is idealised as a curved unidirectional lamina. The effective elastic properties of the
                 yams  were estimated using the laminated plate theory. The elastic properties of  the
                 composite were determined by combining the elastic properties of yarns and the resin-
                 rich regions.  The analytical model  was extended to predict the elastic properties of
                 knitted-fabric composite with  different fibre volume fraction (Ramakrishna, 1997b).
                 The predicted tensile properties compared favourably with the experimental results.



                 4.6 FAILURE STRENGTH PWDICTION

                 The  failure mechanisms  and  procedures of  a  3D  textile  composite material  at  the
                 micromechanical  scale  vary  with  type  of  loading  and  are  intimately related  to  the
                 properties of the constituents, i.e., fibre, matrix and interface-interphase, and the micro
                 architectures of fibre yarns as well as yarn-matrix interphase.  Strength predictions are
                 based  on  micromechanical  analyses  and  point-based  failure  criteria,  and  may  be
                 accurate with regard to failure initiation at critical points.  However, such predictions
                 are only approximate in the context of global failure of the composite material.
                    Due to the complexity and  irregularity of fibre distributions and the limitation of
                 measurement facilities, there is  a  lack  of  detailed knowledge and  understanding of
                  failure mechanisms for  3D  textile composites.  It  is  difficult, if  not  impossible, to
                 perform thorough micromechanical analyses to obtain reliable strength predictions for
                  3D  textile composites under  a  general type of  loading.  For  this  reason,  it  may  be
                 preferable to carry out the strength predictions by treating fibre yams as an anisotropic
                  property, comprising of unidirectional fibres and matrix, and embedded in an isotropic
                  matrix.  Similar to mechanical property predictions, a textile composite material may be
                  idealised  as  fibre  yams  of  different  architectures embedded  in  a  matrix.  In  this
                  approximation, failure may occur in the yarns, matrix and the interfaces amongst yarns
                  and matrix in a textile composite subject to a general type of loading.
                    The strength of a yarn along an arbitrary direction may be correlated with the basic
                  strength parameters.  Similar to a unidirectional lamina, a yarn may be characterized by
                  a number of basic strength parameters with respect to its principal material directions
                  from the macro-mechanical point  of  view.  For  example, the first principal material
                  direction, axis 1, is chosen as along the fibre direction or the tangential direction at any
                  point  along  the  yarn  centreline path,  while  the  second  and  third  principal  material
                  directions,  axis  2  and  3,  are  selected  to  be  two  orthogonal  axes  within  a  plane
                  perpendicular to the first principal material direction.  In general, there are three tensile
                  and three compressive strength parameters in the three principal material directions, and
                  three  shear  strengths  in  the  mutually  orthogonal  planes  passing  through  any  two
                  principal material axes. However, for a unidirectional yarn, it is desirable to reduce the
                  number of independent strength parameters from nine to six.  This is because the tensile
                  and compressive strength parameters in direction 2 can be assumed to be the same as
                  those in direction 3, and the shear strength parameter in the plane going through axis 1
                  and 2 can be assumed to be identical to that going though axis 1 and 3.  When all the
                  basic strength parameters are known, the maximum stress criterion and maximum strain
                  criterion (see Jones, 1975; Christensen, 1979) may be used in conjunction with stresses
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