Page 260 - Engineered Interfaces in Fiber Reinforced Composites
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Chapter 6.  fnnterjace mechanics and jrocturr roughness theories   24 I











                 Fig. 6.1, Model of crack-fiber  interaction in a simple composite. (a) In the uncracked composite, the fiber
                 is gripped by the matrix. (b) A matrix crack is halted by the fiber. Increasing the load allows the crack to
                pass  around  the  fiber  without  breaking  the  interfacial  bond.  (c)  Interfacial  shearing  and  lateral
                contraction  of  the  fiber  result  in  debonding and  a  further  increment  of  crack  extension.  (d)  After
                considerable debonding the fiber breaks at some weak spot within the matrix and further crack extension
                 occurs.  (e) The broken  fiber end  must  be  pulled  out  against  the  frictional  grip  of  the  matrix  if  total
                               separation of the composite is to occur. After Harris (1980).
                  A weak interface bond is detrimental to some mechanical properties, particularly
                the longitudinal compressive strength and transverse tensile strength, as described in
                Chapter  5. However,  it  has  an  ameliorating  effect  of  allowing  the  above  failure
                 mechanisms  to take place more readily and  extensively with enhanced stability  in
                crack  growth.  The  ability  of  a  composite  material  to  arrest  cracks  through
                longitudinal splitting contributes to the overall improvement in energy absorption
                capability  and  thus  its  fracture  toughness.  The  crack  arrest  or  blunting  by
                longitudinal splitting or matrix plastic deformation along the fiber direction gives a
                substantial reduction  in  the stress concentration ahead  of the crack,  enabling the
                fibers  to  sustain  higher  levels  of  load  prior  to  fracture.  All  these  microfailure
                mechanisms  apply, in  principle,  to most  composites containing short  and contin-
                uous fibers with polymer, ceramic, metal and cement matrices,  although the extent
                 to  which  and  how  they  occur  are  the  characteristics  of  individual  fiber-matrix
                systems.  It  is  also  not  necessary  for  these  failure  mechanisms  to  operate
                 simultaneously  for  a  given  system,  and  in  some  cases  one  of  these  toughness
                contributions  may  dominate  the  total  fracture  toughness.  This  implies  that  no
                simple unified theory can be applied to predict the fracture toughness of all types of
                fiber composites.

                 Table 6. I
                 Summary of the failure mechanisms in fiber reinforced composites"
                 Toughness sources                                          Equation

                 Interfacial debonding   Rd  - Vr(c;)'&/2Er                 (6.1)
                 Post-debonding friction   Rdr = 2Vf~re: AE/d               (6.4)
                Stress redistribution   R, = &@$/3Ei                        (6.5)
                 Fiber pull-out       R,  = (6Tiez/6d)  Y ~+~;eJ12 for  c < ec   (6.8)
                 Surfacc energy       R,=VfRr+(l-I~)R,+Vf~G;,~Vf(~-I))R,  (6.1 1)
                 Fiber plastic shear   Rrs = 26d~;q                         (6.12)
                 Matrix plastic shear   Rms  = ((1 - Vr)2/fi)d.~~m          (6.13)
                 "After Kim and Mai (1991a).
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