Page 148 - Marks Calculation for Machine Design
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P1: Rakesh
                          January 4, 2005
                                      14:16
        Brown.cls
                 Brown˙C03
                                           STRENGTH OF MACHINES
                  130
                  where p i = internal gage pressure (meaning above atmospheric pressure)
                       r m = mean radius (can be assumed to be the inside radius of cylinder)
                        t = wall thickness
                  Notice that the hoop stress (σ hoop ) is twice the axial stress (σ axial ). This is why metal stress
                  rings, or hoops, are seen in cylindrical pressure vessels constructed of low-strength materials
                  such as fiberglass. Fiberglass is chosen because of the corrosive effects of certain liquids
                  and gases, and the metal hoops provide the strength not present in the fiberglass. Also notice
                  that the axial stress (σ axial ) in a thin-walled cylinder is the same as the stress (σ sph ) in a
                  thin-walled sphere. This means that there will be no discontinuity at the welded seams of a
                  cylindrical pressure vessel with spherical end caps.
                            U.S. Customary                       SI/Metric
                  Example 3. Calculate the axial stress (σ axial )  Example 3. Calculate the axial stress (σ axial )
                  and hoop stress (σ hoop ) for a thin-walled cylin-  and hoop stress (σ hoop ) for a thin-walled cylin-
                  drical pressure vessel, where      drical pressure vessel, where
                    p i = 300 psi                      p i = 2.1 MPa = 2,100,000 N/m 2
                    r m = 2.5 ft = 30 in               r m = 0.8 m
                     t = 0.375 in                       t = 1cm = 0.01 m
                  solution                           solution
                  Step 1. Using Eq. (3.2), calculate the axial  Step 1. Using Eq. (3.2), calculate the stress
                  stress (σ axial ) as               (σ axial ) as
                                                                            2
                                       2
                           p i r m  (300 lb/in )(30 in)     p i r m  (2,100,000 N/m )(.8m)
                     σ axial =  =                     σ axial =  =
                            2 t    2 (0.375 in)              2 t      2 (0.01 m)
                           9,000 lb/in                      1,680,000 N/m
                         =                                =
                            0.75 in                            0.02 m
                                                                     2
                                                                 7
                                   2
                         = 12,000 lb/in = 12 kpsi         = 8.4 × 10 N/m = 84 MPa
                  Step 2. Using Eq. (3.3), calculate the hoop  Step 2. Using Eq. (3.3), calculate the hoop
                  stress (σ hoop ) as                stress (σ hoop ) as
                                       2
                                                                            2
                           p i r m  (300 lb/in )(30 in)     p i r m  (2,100,000 N/m )(.8m)
                     σ hoop =  =                      σ hoop =  =
                             t      (0.375 in)               t         (0.01 m)
                           9,000 lb/in                      1,680,000 N/m
                         =                                =
                             0.375                             0.01 m
                                                                  8
                                   2
                                                                      2
                         = 24,000 lb/in = 24 kpsi         = 1.68 × 10 N/m = 168 MPa
                  3.2.2 Thick-Walled Cylinders
                  Thick-walled cylinders have application in all sorts of machine elements and will be the basis
                  for the presentation in Sec. 3.1.3 on shrink or press fits. Typically a cylinder is considered
                  thick if the diameter is less than ten times the wall thickness.
                  Geometry. The geometry of a thick-walled cylinder is shown in Fig. 3.3.
                    There is an internal pressure (p i ) associated with the inside radius (r i ), and an external
                  pressure (p o ) associated with the outside radius (r o ). Unlike thin-walled vessels, thick-
                  walled cylinders do not tend to buckle under excessive external pressure, but merely crush.
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