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                       Fracture Testing of Nonmetals                                               373



































                       FIGURE 8.15 Loading apparatus for evaluating the toughness of a PVC-U pipe according to BS 3506. Taken
                       from BS 3505:1986, “British Standard Specification for Unplasticized Polyvinyl Chloride (PVC-U) Pressure
                       Pipes for Cold Potable Water.” British Standards Institution, London, 1986.

                       or total fracture is observed. Figure 8.15 is a schematic drawing of the testing apparatus.  The
                       loading is such that the notch region is subject to a bending moment. If the specimen cracks or
                       fails completely during the test, the fracture toughness of the material can be computed from the
                       applied load and notch depth by means of standard K  formulas. If no cracking is observed during
                                                                  I
                       the 15-min test, the toughness can be quantified by testing additional specimens at higher loads.
                       The BS 3506 standard includes a semiempirical size correction for small pipes and high toughness
                       materials that do not behave in an elastic manner.


                       8.2 INTERLAMINAR TOUGHNESS OF COMPOSITES
                       Chapter 6 outlined some of the difficulties in applying fracture mechanics to fiber-reinforced
                       composites. The continuum assumption is often inappropriate, and cracks may not grow in a self-
                       similar manner. The lack of a rigorous framework to describe fracture in composites has led to a
                       number of qualitative approaches to characterize toughness.
                          Interlaminar fracture is one of the few instances where fracture mechanics formalism is appli-
                       cable to fiber-reinforced composites on a global scale. A zone of delamination can be treated as a
                       crack; the resistance of the material to the propagation of this crack is the fracture toughness. Since
                       the crack typically is confined to the matrix material between plies, the continuum theory is
                       applicable, and the crack growth is self similar.
                          A number of researchers have performed delamination experiments on fiber-reinforced com-
                       posites over the past several decades [19–22]. Several standardized test methods for measuring
                       interlaminar fracture toughness have been published recently. For example, ASTM D 5528 addresses
                       Mode I delamination testing [23].
                          Figure 8.16 illustrates three common specimen configurations for interlaminar fracture toughness
                       measurements. The double cantilever beam (DCB) specimen is probably the most common configuration
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