Page 18 - Pressure Vessel Design Manual
P. 18

Stresses in Pressure Vessels   5

         For  thick-walled  vessels  (R,,,/t  <  lo),  the  radial  stress   designing these vessels. For this reason, this text has limited
         becomes  significant in  defining  the  ultimate  failure  of  the   its application to thin-walled vessels where a biaxial state of
         vessel.  The  maximum  stress  theory  is  unconservative  for   stress is assumed to exist.






                                   FAILURES IN PRESSURE VESSELS


           Vessel failures can be grouped into four major categories,   2.  Brittle fracture-Can   occur at low or intermediate tem-
         which describe why a vessel failure occurs. Failures can also   peratures.  Brittle  fractures  have  occurred  in  vessels
         be  grouped  into  types  of  failures,  which  describe  how   made  of  low  carbon  steel  in  the  40’50°F  range
         the  failure  occurs.  Each  failure  has  a why  and  how  to  its   during hydrotest  where minor flaws exist.
         history. It may have failed through corrosion fatigue because   3.  Excessive plastic  deformation-The   primary  and  sec-
         the  wrong  material  was  selected!  The designer  must  be  as   ondary  stress  limits  as  outlined  in  ASME  Section
         familiar  with  categories  and  types  of  failure  as  with  cate-   VIII, Division 2, are intended to prevent excessive plas-
         gories and types  of  stress and loadings. Ultimately they are   tic deformation  and incremental collapse.
         all related.                                            4.  Stress  rupture-Creep   deformation  as  a  result  of  fa-
                                                                   tigue  or  cyclic  loading,  i.e.,  progressive  fracture.
                                                                   Creep  is  a time-dependent  phenomenon,  whereas  fa-
                      Categories of Failures
                                                                   tigue is a cycle-dependent phenomenon.
            1. Material-Improper   selection  of  material;  defects  in   5. Plastic  instability-Incremental   collapse;  incremental
               material.                                           collapse  is  cyclic  strain  accumulation  or  cumulative
            2.  Design-Incorrect   design  data;  inaccurate  or  incor-   cyclic deformation. Cumulative  damage leads to insta-
               rect  design methods; inadequate  shop testing.     bility of vessel by plastic deformation.
            3. Fabrication-Poor   quality control; improper or insuf-   6.  High strain-Low   cycle fatigue is strain-governed  and
               ficient fabrication procedures  including welding; heat   occurs mainly in lower-strengthhigh-ductile  materials.
               treatment  or forming methods.                    7.  Stress corrosion-It  is well known that chlorides cause
            4.  Seruice-Change   of  service  condition  by  the  user;   stress  corrosion  cracking  in  stainless  steels;  likewise
               inexperienced  operations  or  maintenance  personnel;   caustic  service  can  cause  stress  corrosion  cracking  in
               upset conditions. Some types of service which require   carbon  steels.  Material  selection  is  critical  in  these
               special attention both for selection of material, design   services.
               details, and fabrication methods are as  follows:   8.  Corrosion fatigue-Occurs   when corrosive and fatigue
               a.  Lethal                                          effects occur simultaneously. Corrosion can reduce fa-
               b.  Fatigue  (cyclic)                               tigue life by pitting the surface and propagating cracks.
               c.  Brittle (low temperature)                       Material selection and fatigue properties are the major
               d.  High temperature                                considerations.
               e.  High shock or vibration
               f.  Vessel contents                               In  dealing  with  these  various  modes  of  failure,  the  de-
                0  Hydrogen                                    signer  must  have  at  his  disposal  a  picture  of  the  state  of
                0  Ammonia                                     stress in the various parts.  It is  against these  failure modes
                0  Compressed  air                             that the designer must compare and interpret  stress values.
                0  Caustic                                     But  setting  allowable  stresses  is  not  enough!  For  elastic
                0  Chlorides
                                                               instability  one  must  consider  geometry,  stiffness,  and  the
                                                               properties of the material. Material selection is a major con-
                                                               sideration when related to the type of service. Design details
                         Types of Failures                     and  fabrication  methods  are  as  important  as  “allowable
                                                               stress” in  design  of vessels  for cyclic service. The designer
           1. Elastic defi,rmation-Elastic   instability or elastic buck-   and all those persons who ultimately affect the design must
              ling, vessel geometry, and stiffness as well as properties   have a clear picture of the conditions under which the vessel
              of  materials are protection  against buckling.   will operate.
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