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                 126   Mechanical Engineering Design
                  Figure 3–39                  ,

                  Magnitude of the stress    1.0
                  components below the surface
                  as a function of the maximum
                  pressure for contacting    0.8
                  cylinders. The largest value of    y
                    max occurs at z/b = 0.786. Its              z
                  maximum value is 0.30p max .  0.6
                  The chart is based on a Poisson   Ratio of stress to p max
                  ratio of 0.30. Note that all
                  normal stresses are        0.4          x
                  compressive stresses.
                                                                      max
                                             0.2


                                              0                                           z
                                               0    0.5b    b    1.5b   2b    2.5b   3b
                                                           Distance from contact surface

                                3–20      Summary
                                          The ability to quantify the stress condition at a critical location in a machine element
                                          is an important skill of the engineer. Why? Whether the member fails or not is assessed
                                          by comparing the (damaging) stress at a critical location with the corresponding mate-
                                          rial strength at this location. This chapter has addressed the description of stress.
                                              Stresses can be estimated with great precision where the geometry is sufficiently
                                          simple that theory easily provides the necessary quantitative relationships. In other
                                          cases, approximations are used.  There are numerical approximations such as finite
                                          element analysis (FEA, see Chap. 19), whose results tend to converge on the true val-
                                          ues. There are experimental measurements, strain gauging, for example, allowing infer-
                                          ence of stresses from the measured strain conditions. Whatever the method(s), the goal
                                          is a robust description of the stress condition at a critical location.
                                              The nature of research results and understanding in any field is that the longer we
                                          work on it, the more involved things seem to be, and new approaches are sought to
                                          help with the complications. As newer schemes are introduced, engineers, hungry for
                                          the improvement the new approach promises, begin to use the approach. Optimism
                                          usually recedes, as further experience adds concerns. Tasks that promised to extend
                                          the capabilities of the nonexpert eventually show that expertise is not optional.
                                              In stress analysis, the computer can be helpful if the necessary equations are available.
                                          Spreadsheet analysis can quickly reduce complicated calculations for parametric studies,
                                          easily handling “what if” questions relating trade-offs (e.g., less of a costly material or
                                          more of a cheaper material). It can even give insight into optimization opportunities.
                                              When the necessary equations are not available, then methods such as FEA are
                                          attractive, but cautions are in order. Even when you have access to a powerful FEA
                                          code, you should be near an expert while you are learning. There are nagging questions
                                          of convergence at discontinuities. Elastic analysis is much easier than elastic-plastic
                                          analysis. The results are no better than the modeling of reality that was used to formulate
                                          the problem. Chapter 19 provides an idea of what finite-element analysis is and how it
                                          can be used in design. The chapter is by no means comprehensive in finite-element the-
                                          ory and the application of finite elements in practice. Both skill sets require much expo-
                                          sure and experience to be adept.
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