Page 107 - Mechanical Behavior of Materials
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108                                         Chapter 3  A Survey of Engineering Materials


             Example 3.1
             For the beam of Fig. 3.29 and the materials of Table 3.13, proceed as follows:

                 (a) Perform the materials selection for minimum mass.
                 (b) Calculate the beam radius r that is required for each material. Assume values of
                    P = 200 N, L = 100 mm, and X = 2.

             Solution  (a) To obtain the specific mathematical expression for Eq. 3.2, start by expressing
             the mass as the product of the beam volume and the mass density:

                                                     2
                                              m = (πr L)ρ
             The beam radius r needs to be eliminated and the other variables brought into the equation. This
             can be accomplished by noting that the maximum stress in the beam is

                                                  M max c 1
                                              σ =
                                                     I z
             where this is the standard expression for stress due to bending, as obtained from Fig. A.1(b) in
             Appendix A.
                 For a circular cross section, the distance c 1 = r. The area moment of inertia from Fig. A.2(b)
             and the maximum bending moment from Fig. A.4(c) are

                                            πr 4
                                        I z =   ,    M max = PL
                                             4
             Substituting for M max , c 1 , and I z in the equation for stress σ gives

                                              (PL)(r)   4PL
                                          σ =         =
                                                  4
                                              (πr /4)    πr 3
             The highest permissible stress is the materials failure strength divided by the safety factor:
                                                    σ c
                                                σ =
                                                     X
             Combining the last two equations and solving for r then gives

                                                 4PL X
                                                         1/3
                                            r =
                                                  πσ c
             Finally, substituting this expression for r into the equation for m gives


                                      2/3                            2/3
                              4PL X                            4PX      5/3    ρ
                    m = π Lρ            ,    m = [ f 1 ][ f 2 ] = π    L
                               πσ c                             π             σ c 2/3
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