Page 210 - Buried Pipe Design
P. 210

184   Chapter Four

                                           2
                                        2
                                             2
                                      P i a (b /r   1)
         Tangential stress:        t
                                          2
                                         b   a 2
                                           2
                                             2
                                        2
                                      P i a (b /r   1)
         Radial stress:           r
                                               2
                                          2
                                         b   a
         where P i   internal pressure
                a   inside radius
                b   outside radius
                r   radius to point in question
         The maximum stress is the tangential stress   t , and it occurs at r   a
         (Fig. 4.1). Thus,
                                                 2
                                                   2
                                             2
                                           P i a (b /a   1)
                            max   (  t ) r   a
                                                    2
                                                2
                                              b   a
                                                 2
                                            2
                                        P i (b   a )
         or                        max                                (4.1)
                                           2
                                          b   a 2
         For cylinders (pipe) where a ≈ b and b   a   t,
                             2
                                  2
                            b   a   (b   a) (b   a)   D	t            (4.1a)


                                                   a  2  b 2
                                                P i
                               b                   b 2  a 2


                                           s t             2b 2
                                                       P i
                           a                              b  2  a 2
                                        +
                     –        P i
                s r
                       –P i                         s max  =(s )
                                                           t r = a






          Figure 4.1 Thick-walled cylinder with internal pressure.
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