Page 190 - CW E-Magazine (10-9-2024)
P. 190

Special Report


                                                                          The influence of alloy composition
             160
                                                                          on SCC
                                                                             Resistance to chloride SCC depends
                                       ISO 15156 Limits for
             140                       AISI Types 316/316L                on the type of SS being used. The aus-
                                                          CORROSIONPEDIA  tenitic  grades of SS  are more prone
                                                                          to SCC, and their resistance to SCC
             120                                                          depends on their nickel content.

                                                                             Austenitic grades  with  nickel con-
             100
                   ISO 15156 Technical                                    tents in the range of 8-10 wt% (e.g.,
           Temperature ( o C)  80                                         prone to such attack due to SCC. Aus-
                  Circular 2007 Revised
                                                                          304/304L and 316/316L)  are  more
                       Limits
                                                                          tenitic grades that have high nickel and
                                                                          molybdenum contents such as alloy 20,
              60
                                                                          904L and the 6% molybdenum super
                                                                          austenitic grades  are superior with
              40                                                          respect to SCC.
                                                                             The  ferritic  grades of SS, such as
              20                                                          type 430 and 444, are also very resis-
                    ISO 15156: 2003 Limits                                tant to chloride SCC.(9, 10).
               0
               0.001   0.01    0.1      1       10     100                Conclusion
                                                                             SCC is often the predominant failure
                              H S Partial Pressure (Bar)                  in  buried  high-pressure  oil  and  gas
                               2
          Fig. 7: Plot of industrial failures for AISI 316/316L for a maximum chloride content    transmission pipelines leading to huge
            of 1000 mg/L. Failure zones depict H2S partial pressure & temperature range
                                                                          revenue loss and pose severe safety
       mentioned incident  contained a  high  weldment. Different oxide forms have  hazards.  The occurrence of  SCC
       concentration  of  chlorides exceeding  different corrosion resistance  values   depends on the simultaneous achievement
       the liquid’s concentration.       (9, 10).                         of three conditions: a potential cracking
                                                                          environment; a material susceptible to
          A second factor can  be  a  residual  Prevention of SCC         SCC; and a tensile strength that’s higher
       stress that varies from weld to weld.   Residual stresses generated  during  than the threshold stress.
       Test results can vary substantially for  welding can be relieved by stress-relief
       welded test specimens  depending  on  annealing, and the same is commonly   There  are many SCC mitigation
       the welding parameters.           used for carbon steels.  However, for  methods for pipelines available in the
                                         austenitic  SS, the threshold value for  industry. However, applying  proper
          Thirdly, SCC of austenitic materials  residual stress is very low in chloride  coating; installing a perfect cathodic
       requires a significant incubation period.  environments. As a result,  the  annea-  protection  (CP)  system; conducting
       The test exposure time can be a signifi-  ling or post-weld heat treatment is less  periodic  hydrostatic  retesting  of vul-
       cant factor and difficult to replicate in  effective for austenitic SS in chloride-  nerable  sections of the pipelines; and
       an acceptable accelerated test typically  containing environments.  practicing proper maintenance/repair
       conducted in the laboratory.                                       techniques can prevent the initiation of
                                           Mechanical  work or treatment  SCC of critical  pipelines.  In addition,
          Finally, the surface condition of the  could be done to introduce residual  the following remedial  measures are
       weldment,  including the presence of  compressive stresses to counteract the  also recommended:
       heat tint and a heat affected zone, can  tensile stresses generated during weld-      Lower the stress below  threshold
       have  an  influence  on  the  metal’s  cor-  ing. Treatments like shot peening or grit   value by annealing or thickening the
       rosion resistance. Heat tint consists of  blasting  result in surface compressive   section under stress, or by reducing
       various oxides depending on the parent  stress and are beneficial for controlling   the load.
       metal and  the thermal history of  the  SCC.                           Deploy  degasification,  deminerali-


       190                                                                Chemical Weekly  September 10, 2024


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