Page 100 - 3D Fibre Reinforced Polymer Composites
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Micromechanics Models for Mechanical Properties      89
            A finite element model for plain  weave textile composites  was proposed  by Glaessgen
            et  al.  (1994).  The  yarns  forming  a  unit  cell  were  considered  to  be  elastic  bodies
            interacting with one another and subject to external loads. The centre line of each yam
            was  represented  as a  Bezier  curve interpolating  a set of  discrete  support point.  The
            cross-sectional  shapes  were  assumed  to  be  elliptical.  The  constituent  properties  of
            textile  composites were  approximated  as transversely  isotropic yams  in  an  isotropic
            matrix.  The  quadratic  tetrahedral  element  in  ABAQUS  was  used.  Subsequently,
            Glaessgen et al. (1996) proposed  a method using the textile geometry model combined
            with the FEM for studying the internal details of displacement, strain, stress and failure
            parameters.  In this method, the geometrical and mechanical modelling  was carried out
            on the structural level of the unit cell,
               Since  the  microstructure  of  the  textile  composite  is  very  complex,  it  is  almost
            impractical to incorporate  all architecture parameters  in a simple finite element model.
            In  order  to obtain  reasonable  predictions  of  mechanical  properties  with  a  minimum
            analysis effort, there is a need for more computational efficient methods for performing
            the analysis (Whitcomb,  1991; Whitcomb and Woo,  1993a).
               A  2D to  3D global/local  finite  element  analysis  method  has  been  developed  by
            Thompson  and  Criffin  (1990,  1992)  to  determine  interlaminar  stress  fields  for
            composite  laminates  with  a  hole  under  a remotely  loaded  uniform  uniaxial  load. The
            initial  approach  used  was  a  2D  global  finite  element  analysis  on  the  whole  body  or
            global region with 2D plate finite elements, followed by a more detailed 3D local finite
            element  analysis performed  on the local areas of interest with 3D finite elements. The
            appropriate  displacements  of  the  global/local  interfaces  from  2D  global  model  were
            applied to the edges of 3D local model.  A new finite element analysis approach, called
            global/local  (or macro/micro) analysis method, for textile composite  was subsequently
            proposed  for improving  analysis  efficiency.  It was  suggested  that  an  accurate  global
            analysis, which determines the local effect on a gross scale, be carried out first, and then
            as many local analyses as required be conducted.
               Whitcomb  ( 199 1) proposed  an iterative global/local finite element analysis method.
            The basic  idea of this method  is that a coarse global model can be employed  to obtain
            displacements  or forces that can be used  as appropriate  boundary  conditions  for  local
            regions.  There may be a potential problem due to the differences in the stiffness of the
            global  and  local  models.  This  method  was  subsequently  used  for  performing  linear
            analysis and geometrically non-linear analysis (Whitcomb and Woo,  1993a,b).
               A new type of finite element, referred as macro element, was proposed, in which the
            tow path was assumed to be sinusoidal (Woo and Whitcomb,  1994). The displacement
            field  within  the  macro  element  was  assumed  to  be  single  field.  Because  of  this
            assumption,  the  stresses  or  strains  calculated  within  the  macro  element may  not  be
            accurate.  A new  finite element method,  referred  to  as global/local  methodology,  was
            proposed.  This method  is based  on 3 types of  special  macro elements, referred  to as
            coarse microstructure transitional microstructure and fine microstructure.  A transitional
            microstructure  is  a  structure  that  stands  between  the  coarse and  fine microstructures,
            and  a  special  finite  element is  needed.  It  was  reported  that  the  predictions  obtained
            using the conventional EM and the global/local method were in poor agreement when
            near the globaYlocal boundary.
               A  3D  finile  element model  was  proposed  by  Chapman  and  Whitcomb (1995) to
            investigate the effect  of  the  assumed  tow  architecture  on the  moduli  and  stresses for
            plain  weaves.  In  this  model,  a yarn  is assumed  to have  a  sinusoidal  tow  path  and a
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