Page 93 - Pipelines and Risers
P. 93

66                                                                Chapter 4

          where:


               pi=  internal pressure
               pe=  external pressure
               D=  nominal outside diameter of pipe
               t=   minimum wall thickness
               SMYS (T) = specified minimum yield stress at temperature T
               SMTS (T) = specified minimum tensile stress at temperature T
               Temperature derating is to be accounted for at elevated temperatures (above 5OoC).
               The following usage factors in Table 4.1 apply to the hoop stress equation:

           Table 4.1 Usage Factors for Hoop Stress Criteria.
                       Material    Usage              Safety Class
                        Quality    Factor              Noma1       High
                        Class
                      Class B, C ')
                       Class A~)              0.83      0.77       0.67

           Note:
           1) In order to apply these higher usage factors, the following additional requirements with respect to linepipe
           manufacturing must be fulfilled:
               SMYS < (mean - 2*Standard Deviations) of yield stress;
               SMTS < (mean - 3*Standard Deviations) of tensile stress;
                 =2* Standard Deviations of the wall-thickness.
           2) After Table 2 in Section 6.4 of IS0 13623 (1997).

           Stress Criteria
           For  internal-over  pressure  situations,  the  allowable  equivalent  stress  and  allowable
           longitudinal stress are q*SMYS(T) and the usage factor q given in Table 4.2 is after Table 3
           in Section 6.4 of IS013623 (1997).

           Table 4.2 Equivalent stw design factor.
                               Load Combinations              design factor q
                         Construction and environmental loads     1 .o
                          Functional and environmental loads      0.9



           However, moment criteria, in Chapter 4.4 are considered to have better accuracy for strength
           design.
   88   89   90   91   92   93   94   95   96   97   98