Page 70 - Engineered Interfaces in Fiber Reinforced Composites
P. 70

Chapter 3. Measurements  of  interfacelinterlaminar properties   53





















                Fig. 3.7. Schematic presentation of  the applied fiber stress versus displacement  (n - 6) curve in  a fiber
                                       pull-out  test. After Kim et al. (1992).

                characterization  of  these  properties  from  experimental  data  will  be  discussed  in
                Chapter 5.
                  The  fiber  pull-out  test  has  been  widely  used  not  only  for  polymer  matrix
                composites  but  also  for  some  ceramic  matrix  (Griffin  et  al.,  1988; Goettler  and
                Faber,  1989;  Butler  et  al.,  1990;  Barsoum  and  Tung,  1991) and  cement  matrix
                composites  (see  Bartos,  1981 for a  useful  review) as well  as steel  wire  reinforced
                rubber matrix  composites  (Ellul and Emerson,  1988a, b;  Gent and Kaang,  1989).
                However, this test method has some limitations associated with the scale of the test.
                There is a maximum embedded length of fiber, L,,,,   permitted  for pull-out without
                being broken. L,,,   is usually very short, which causes experimental difficulties and


















                                 "         mo       400       600
                             (a)        Embedded fiber length, L(pm)

                Fig. 3.8. Plots of interface bond strength, q,, versus embedded fiber length, L, (a) for a carbon fiber-epoxy
                matrix system and (b) for a Hercules IM6 carbon fiber-acrylic  matrix system. After Pitkethly and Doble
                                      (1990) and Desarmont and Favre (1991).
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