Page 149 - Marks Calculation for Machine Design
P. 149

P1: Rakesh
                                      14:16
                          January 4, 2005
        Brown.cls
                 Brown˙C03
                                            ADVANCED LOADINGS
                                             p                                    131
                                             o
                                                  p
                                                   i  r i
                                                      r o
                                    FIGURE 3.3  Geometry of a thick-walled cylinder.
                      The major difference between the stresses in a thin-walled cylinder and a thick-walled
                    cylinder is that the hoop stress, also called the tangential stress, for the thick-walled cylinder
                    varies in the radial direction, and there is a radial stress across the thickness of the cylinder
                    that also varies radially.

                    Tangential Stress. For the geometry and pressures shown in Fig. 3.3, the tangential (hoop)
                    stress (σ t ) is given by Eq. (3.4).
                                                             2 2
                                                  2
                                            2

                                          p i r − p o r + (p i − p o ) r r /r 2
                                                             i o
                                                 o
                                            i
                                     σ t =              2                        (3.4)
                                                    2
                                                   r − r i
                                                    o
                      If the external pressure (p o ) is zero gage, meaning atmospheric, then the tangential stress
                    (σ t ) becomes that given in Eq. (3.5)
                                               p i r i 2        r o    2
                                          σ t =    2  1 +                        (3.5)
                                               2
                                              r − r       r
                                               o   i
                      The tangential stress (σ t ) distribution using Eq. (3.5) is shown in Fig. 3.4.
                                                     s t
                                                        r


                                      FIGURE 3.4  Tangential stress with p o = 0.

                      Note that the tangential stress (σ t ) is maximum at the inside radius and a lower value at
                    the outside radius. Also, if the outside radius is twice the inside radius, by a few algebra
                    steps it can be shown that the tangential stress at the inside radius is two and a half times
                    greater than the tangential stress at the outside radius.

                    Radial Stress. For the geometry and pressures shown in Fig. 3.3, the radial stress (σ r ) is
                    given by Eq. (3.6).
                                            2
                                                             2 2
                                                  2

                                         p i r − p o r − (p i − p o ) r r /r 2
                                                               o
                                                 o
                                     σ r =  i           2    i                   (3.6)
                                                    2
                                                   r − r
                                                    o   i
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