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146   Applied Petroleum Geomechanics


          4.2.6.2 Fracture process zone at the fracture tip in rock
          A fracture in rock propagates generally in a brittle manner than in plastic
          yielding; therefore, the plastic zone at the crack front of the rock is very
          different from metallic materials. Fracture propagation in rock is charac-
          terized by the generation of microcracks around the crack tip and inter-
          locking in a portion of the crack where displacement has not reached a
          critical value. This zone of inelastic behavior is called the fracture process
          zone (FPZ), analogous to the plastic zone in metals (Labuz et al., 1985).
          However, there are no sound theoretical models available to fully describe
          the shape and size of the crack tip FPZ, and it is often described by the
          approximate models developed to describe the plastic zone in metals
          (Whittaker et al., 1992).
             Schmidt (1980) suggested a maximum normal stress criterion to describe
          the shape of the crack tip FPZ in rock. The criterion is that when the local
          maximum principal stress in the vicinity of the crack tip reaches the uniaxial
          tensile strength of the rock (T 0 ), the FPZ is generated, i.e.,

                                                                      (4.35)
                                       s 1 ¼ T 0
             Here the tensile stress is positive and compressive stress is negative to be
          consistent with the fracture mechanics notation.
             Substituting Eq. (4.13) into the above equation yields the shape of the
          FPZ in Mode I fracture as follows:
                                         2                 2
                                 1   K I    2 q        q
                          rðqÞ¼           cos   1 þ sin               (4.36)

                                2p T 0       2         2
             The length of the FPZ can be obtained from the above equation by
          substituting q ¼ 0:

                                                 2
                                         1   K I
                                    r p ¼                             (4.37)
                                        2p T 0
             This is the same form as that of metallic materials for plane stress from
          the Von Mises criterion (Eq. 4.33) if the yield strength (s 0 ) is equal to the
          uniaxial tensile strength (T 0 ). The shape and size of the FPZ is independent
          of whether the crack is under plane stress or plane strain condition because
          the out-of-plane stress does not enter onto the expression for r(q) as given
          by Eq. (4.36). Because the maximum normal stress criterion does not
          consider the stress redistribution outside the FPZ, the actual size of the FPZ
          should be much larger than the one predicted from Eq. (4.36).
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