Page 271 - T. Anderson-Fracture Mechanics - Fundamentals and Applns.-CRC (2005)
P. 271

1656_C005.fm  Page 251  Monday, May 23, 2005  5:47 PM





                       Fracture Mechanisms in Metals                                               251


















                                                               FIGURE A5.1 Definition of r, θ, and area for a prin-
                                                               cipal stress contour.



                       microcrack density (i.e., the number of critical microcracks per unit volume) should depend
                       only on the maximum principal stress. 5
                                                           ρ  ρ = ()                             (A5.1)
                                                                σ
                                                                 1
                       This quantity must be integrated over the volume ahead of the crack tip. In order to perform this
                       integration, it is necessary to relate the crack-tip stresses to the volume sampled at each stress level.
                          Recall Section 3.5, where dimensional analysis indicated that the stresses ahead of the crack tip
                       in the limit of small-scale yielding are given by

                                                        σ      J   
                                                         1  =  f   θ ,                           (A5.2)
                                                        σ  o    r   σ  o   


                       assuming Young’s modulus is fixed in the material and thus does not need to be included in the
                       dimensional analysis. Equation (A5.2) can be inverted to solve for the distance ahead of the crack
                       tip (at a given angle) which corresponds to a particular stress value:

                                                               J
                                                                       θ
                                                          θ
                                                   r(/σσ  , ) =  g(/σσ  , )                      (A5.3)
                                                      1  o    σ o  1  o
                       By fixing σ  and varying θ from −π to +π, we can construct a contour of constant principal stress,
                                1
                       as illustrated in Figure A5.1. The area inside this contour is given by
                                                              J  2
                                                     A(/σσ  ) =  h(/σσ  )                        (A5.4)
                                                        1  o  σ 2 o  1  o

                       where h is a dimensionless integration constant:


                                                                       θ
                                                  h  σσ  ) =  1 ∫ + π g(/  (/σσ  , ) θ           (A5.5)
                                                                        d
                                                     1  o          1  o
                                                           2  − π

                       5  Although this derivation assumes that the maximum principal stress at a point controls the incremental cleavage probability,
                       the same basic result can be obtained by inserting any stress component into Equation (A5.1). For example, one might
                       assume that the tangential stress σ θθ  governs cleavage.
   266   267   268   269   270   271   272   273   274   275   276