Page 53 - Analysis and Design of Machine Elements
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Strength of Machine Elements
                            For a general stress state, three principal stresses can be determined and ordered such  31
                          that    ≥    ≥    .Themaximum shearstressisthen    max  = (   −    )/2. Thus, for a gen-
                                   2
                               1
                                                                             1
                                                                                 3
                                       3
                          eral state of stress, the maximum shear stress theory predicts yield strength as
                                         −    3     s
                                       1
                                  max  =    ≤    or    −    ≤    s                            (2.6)
                                                        3
                                                    1
                                        2      2
                            This implies that the shear yield strength is given by
                                       s
                                  =                                                           (2.7)
                                s
                                    2
                          2.2.2.2  Maximum Distortion Energy Theory
                          The maximum distortion energy theory predicts that yield occurs when the distortion
                          energy per unit volume reaches or exceeds the distortion energy per unit volume for
                          yield in uniaxial tension of the same material [6, 7]. It is also called von Mises or von
                          Mises–Hencky theory, giving credit to R. von Mises and H. Hencky for the development
                          of it.
                            When applying this theory, it is convenient to use an equivalent stress    ,orvon Mises
                                                                                      e
                          stress, to transform multiaxial stresses into an equivalent uniaxial stress. The equivalent
                          stress is the value of a uniaxial tensile stress that would produce the same level of dis-
                          tortion energy as the actual stresses involved [6, 7]. By the distortion energy theory, the
                          equivalent stress can be derived and expressed by principal stresses as
                                     1         2         2         2 1∕2
                                  = √ [(   −    ) +(   −    ) +(   −    ) ]                   (2.8)
                                         1
                                e
                                             2
                                                    2
                                                        3
                                                              3
                                                                  1
                                      2
                            Thus, the yield strength criterion is expressed as
                                 1         2         2         2 1∕2
                                √ [(   −    ) +(   −    ) +(   −    ) ]  ≤    s               (2.9)
                                     1
                                                    3
                                                          3
                                               2
                                                              1
                                         2
                                  2
                            When using xyz components of the stress, the von Mises stress and yield strength
                          criterion can be rewritten as
                                 1         2         2         2     2   2   2  1∕2
                                √ [(   −    ) +(   −    ) +(   −    ) + 6(   +    +    )]  ≤    s  (2.10)
                                                   z
                                                                             zx
                                                         z
                                                                         yz
                                               y
                                                             x
                                     x
                                                                    xy
                                         y
                                  2
                            For pure shear in plane problem where    =    = 0, the yield strength can be obtained
                                                             x   y
                          from Eq. (2.10) as
                                        s
                                xy
                                  ≤ √                                                        (2.11)
                                      3
                            Thus, the shear yield strength predicted by the maximum distortion energy theory is
                                       s
                                  = √ = 0.577   s                                            (2.12)
                                s
                                     3
                            Both the maximum shear stress theory and the maximum distortion energy theory
                          can be applied in the analysis and design of a machine element. The maximum shear
                          stress theory gives a simple and moderately conservative approach; while the maximum
                          distortion energy theory provides a more accurate prediction [7].
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