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312                               Chapter 7  Yielding and Fracture under Combined Stresses


            particular, the C–M failure locus from compression-dominated behavior is truncated and replaced
            by the maximum normal stress criterion wherever its predictions exceed the latter. This combination
            is called the modified Mohr (M-M) fracture criterion.


            7.8.1 Details of the Modified Mohr Criterion
            For the σ 1 versus σ 2 failure locus for biaxial stresses of Fig. 7.20(a), note that, for simple tension,
            and also for biaxial stresses that are both positive, fracture is controlled by σ ut , as measured in a

            simple tension test, not by the larger value σ ut  expected from the C–M criterion and Eq. 7.49 or
            7.56. Looking at the σ versus |τ| failure envelope, as in Fig. 7.20(b), we see that a vertical line at

            σ ut truncates the sloping line of the C–M criterion, so that, again, σ ut  does not correspond to the
            real behavior.
               For simple compression, σ uc ≈ σ uc  is indicated in Fig. 7.20(a) and (b), with these two quantities

            differing only due to statistical scatter in real data, and perhaps due to minor deviations of the
            compression-dominated behavior from a linear C–M envelope. (If there are major deviations from
            linearity, as when Eq. 7.61 applies, a more general approach is needed.)
               Tension-dominated behavior generally extends at least to, and often somewhat beyond, the
            σ 1 =−σ 2 line in Fig. 7.20(a) corresponding to simple torsion. (See the data of Figs. 7.11 and 7.13.)

            Hence, in torsion, fracture is expected to occur at τ u = σ ut , not at the larger value τ from the C–M
                                                                              u
            criterion and Eq. 7.50.

                                   σ
                   (a)              2
                               C-M
                   max. nor.

                             M-M      σ ut    σ' ut
                                                   σ 1

                                       τ u  τ'
                                            u
                                               torsion
                                  σ i

                                                       (b)
                                                                 τ
                                                                       max. nor.
                           σ uc ≈ σ' uc

                                                                         M-M
                                                                             C-M
                                                                                       σ
                                             σ uc ≈ σ' uc        0   σ ut  σ' ut


            Figure 7.20 The modified Mohr (M-M) fracture criterion, formed by the maximum normal
            stress criterion truncating the Coulomb–Mohr (C–M) criterion.
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