Page 140 - Shigley's Mechanical Engineering Design
P. 140

bud29281_ch03_071-146.qxd  11/24/09  3:02PM  Page 115 ntt 203:MHDQ196:bud29281:0073529281:bud29281_pagefiles:







                                                                                             Load and Stress Analysis  115



                            EXAMPLE 3–14       An aluminum-alloy pressure vessel is made of tubing having an outside diameter of 8 in
                                                                  1
                                               and a wall thickness of  in.
                                                                  4
                                                  (a)  What pressure can the cylinder carry if the permissible tangential stress is
                                               12 kpsi and the theory for thin-walled vessels is assumed to apply?
                                                  (b) On the basis of the pressure found in part (a), compute the stress components
                                               using the theory for thick-walled cylinders.
                                    Solution   (a) Here d i = 8 − 2(0.25) = 7.5 in, r i = 7.5/2 = 3.75 in, and r o = 8/2 = 4 in. Then
                                               t/r i = 0.25/3.75 = 0.067. Since this ratio is less than 0.1, the theory for thin-walled
                                               vessels should yield safe results.
                                                  We first solve Eq. (3–53) to obtain the allowable pressure. This gives

                                     Answer                    p =  2t(σ t ) max  =  2(0.25)(12)(10) 3  = 774 psi
                                                                    d i + t     7.5 + 0.25
                                                  (b) The maximum tangential stress will occur at the inside radius, and so we use
                                               r = r i in the first equation of Eq. (3–50). This gives

                                                              2         r 2  	  r + r 2     4 + 3.75 2
                                                                                 2
                                                                                             2
                                                              i
                                     Answer        (σ t ) max =  r p i  1 +  o  = p i  o  i  = 774   = 12 000 psi
                                                                                             2
                                                             2
                                                                                 2
                                                            r − r 2     r 2     r − r 2     4 − 3.75 2
                                                             o   i       i       o   i
                                               Similarly, the maximum radial stress is found, from the second equation of Eq. (3–50)
                                               to be
                                     Answer                             σ r =−p i =−774 psi
                                               The stresses σ t and σ r are principal stresses, since there is no shear on these surfaces.
                                               Note that there is no significant difference in the stresses in parts (a) and (b), and so the
                                               thin-wall theory can be considered satisfactory for this problem.

                                     3–15      Stresses in Rotating Rings

                                               Many rotating elements, such as flywheels and blowers, can be simplified to a rotating
                                               ring to determine the stresses. When this is done it is found that the same tangential and
                                               radial stresses exist as in the theory for thick-walled cylinders except that they are
                                               caused by inertial forces acting on all the particles of the ring. The tangential and radial
                                               stresses so found are subject to the following restrictions:
                                               • The outside radius of the ring, or disk, is large compared with the thickness r o ≥ 10t.
                                               • The thickness of the ring or disk is constant.
                                               • The stresses are constant over the thickness.
                                               The stresses are 11
                                                                      3 + ν    2   2   r r   1 + 3ν  2
                                                                           	            2 2
                                                                                        i o
                                                                    2
                                                             σ t = ρω         r + r +      −       r
                                                                                   o
                                                                               i
                                                                        8               r 2   3 + ν
                                                                                                               (3–55)
                                                                      3 + ν    2   2   r r    2
                                                                           	            2 2
                                                                    2
                                                                                        i o
                                                             σ r = ρω         r + r −      − r
                                                                                   o
                                                                               i
                                                                        8               r 2
                                               11 Ibid, pp. 348–357.
   135   136   137   138   139   140   141   142   143   144   145