Page 115 - Mechanical Behavior of Materials
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116                                         Chapter 3  A Survey of Engineering Materials



                                                       2
                                                      π EI
                                                P cr =
                                                       L 2
                 where E is the elastic modulus of the column material and I is the moment of inertia of the
                 cross-sectional area. Assume that the cross section is a thin-walled tube of wall thickness t
                 and inner radius r 1 , with the proportions t = 0.2r 1 being maintained, as the section size is
                 allowed to vary with material choice. The column must have a particular length L and resist
                 a load P that is lower than P cr by a safety factor X. Noting that the relative importance of
                 light weight and cost may vary with the application, make a preliminary selection of column
                 materials from Table 3.13 for the following:
                   (a) A structural compression member in a space station.
                   (b) A support for the second floor above the garage in a private residence.
            3.18 A spherical pressure vessel that must hold compressed air is to be designed with a given
                 inner radius r 1 , and the wall thickness t may vary with material choice. The vessel must resist
                 a pressure p such that there is a safety factor X against the material exceeding its failure
                 strength.
                   (a) Considering weight and cost, and any other factors that you believe to be important,
                      make a preliminary materials selection from Table 3.13 for this application.
                   (b) Calculate the vessel thickness required for each material. Assume a vessel inner
                      radius of r 1 = 2 m, a pressure of p = 0.7 MPa, and a safety factor on the material
                      strength of X = 3. Comment on the values obtained. Why are some much larger than
                      others?
            3.19 A leaf spring in the suspension system of an experimental vehicle is a beam of length
                 L = 0.5 m, with a rectangular cross section, as shown in Fig. P3.19. This part, as currently
                 designed with a low-alloy steel, has a width t = 60 mm and a depth h = 5 mm. However,
                 if possible, it is desirable to replace this steel with another material to reduce the weight
                 of the component. To avoid redesigning other related parts, the t dimension should not be
                 changed, but h can be varied, as long as it does not exceed 12 mm. The spring stiffness must
                 be k = P/v = 50 kN/m. Also, the spring hits a limit to its motion at v max = 30 mm, at which
                 point the stress should not be so large that the safety factor against material failure is less than
                 X = 1.4.
                   (a) First, considering only the k = 50 kN/m requirement, determine which materials in
                      Table 3.13 would provide a lighter weight component.
                   (b) Next, for each material, calculate the h necessary to meet the k = 50 kN/m require-
                      ment, and also the safety factor relative to σ c at v max = 30 mm. Eliminate any materials
                      that do not meet h ≤ 12 mm and X ≥ 1.4.
                   (c) Finally, compare the alloy steel design with the use of each of the remaining candidates,
                      considering cost and any other factors that you believe to be important.
            3.20 A beam is simply supported at its ends, has a length L = 1.50 m, and is subjected to a
                 uniformly distributed load w = 2.00 kN/m, as in Fig. A.4(b). The beam is a hollow box
                 section, as in Fig. A.2(d), with proportions b 2 = h 2 and b 1 = h 1 = 0.70h 2 . There are two
                 design requirements: The safety factor against yielding or other failure of the material must
                 be at least X = 3.0, and the midspan deflection must not exceed 25 mm. Using properties from
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