Page 298 - Mechanical Behavior of Materials
P. 298

Section 7.6  Discussion of the Basic Failure Criteria                      299


            where the X-Y-Z axes are aligned with the planes of material symmetry, and H, F, G, N, L, and M
            are empirical constants for the material. Let σ oX , σ oY , and σ oZ be the uniaxial yield strengths in the
            three directions, and let τ oXY , τ oY Z , and τ oZ X be shear yield strengths on the respective orthogonal
            planes. The empirical constants can be evaluated from the various yield strengths as follows:

                                      1                1                1
                             H + G =   2  ,   H + F =   2  ,   F + G =  2
                                     σ oX             σ oY             σ oZ
                                                                                      (7.40)
                                    1             1              1
                            2N =   2  ,    2L =   2  ,    2M =   2
                                  τ              τ              τ
                                   oXY           oY Z           oZ X
            The Hill criterion as just described can also be used with reasonable success as a fracture criterion
            for orthotropic composite materials. The equations are the same, except that the various yield
            strengths are replaced by the corresponding ultimate strengths. However, different values of the
            constants are generally needed for tension versus compression, and other complexities exist for
            composite materials that may not be fully predicted by this criterion.
               If a material has different yield strengths in tension and compression, this suggests that a
            dependence on hydrostatic stress needs to be added. One proposed yield criterion for this situation is

                       2          2          2
               (σ 1 − σ 2 ) + (σ 2 − σ 3 ) + (σ 3 − σ 1 ) + 2 (|σ oc | − σ ot )(σ 1 + σ 2 + σ 3 ) = 2 |σ oc | σ ot  (7.41)

            where σ ot and σ oc are the yield strengths in tension and compression, respectively, with the negative
            sign on σ oc being removed by use of the absolute value.
               Polymers often have somewhat higher yield strengths in compression than in tension, with
            the ratio |σ oc |/σ ot often being in the range from 1.2 to 1.35. This is illustrated by biaxial test
            results for three such materials in Fig. 7.12. The behavior expected from Eq. 7.41 with a typical
            value of |σ oc |/σ ot = 1.3 is plotted. The resulting off-center ellipse is in reasonable agreement with
            the data.
               In some exceptional cases, the yield strength of ductile metals has been observed to be
            decreased by hydrostatic compression. See the review of Lewandowski (1998) for details and a
            discussion of the physical mechanism involved, which is associated with upper/lower yield point
            behavior.


            7.6.5 Fracture in Brittle Materials
            The maximum normal stress criterion gives reasonably accurate predictions of fracture in brittle
            materials, as long as the normal stress having the largest absolute value is tensile. However,
            deviations from this criterion occur if the normal stress having the largest absolute value is
            compressive. Data illustrating this trend for gray cast iron are shown in Fig. 7.13. A prominent
            feature of the deviation is that the ultimate strength in compression is higher than that in tension by
            more than a factor of three.
               Recall from Chapters 2 and 3 that brittle materials, such as ceramics and glasses and some
            cast metals, commonly contain large numbers of randomly oriented microscopic cracks or other
            planar interfaces that cannot support significant tensile stress. For example, the numerous flaws in
   293   294   295   296   297   298   299   300   301   302   303