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316                                                              Chupter 19

           As  the  strength  of  linepipe  increases,  weld  metals  of  increased  strength  and  sufficient
           toughness are required to ensure overmatching behavior of girth welds.


           19.6  Material Property Requirements

           19.6.1  General
           The  purpose  of  this  section  is  to  describe the  material  requirements, and  compare  the
           requirements for longitudinal direction and circumferential direction. Typically, the material
           properties requirement in  hoop  direction are related  to  pressure  containment hoop  stress
           criterion  and  bucklinglcollapse under  external pressure,  while  longitudinal properties are
           directly specified for bucklinglcollapse under bending and tension, and weldability. See Bai et
           al. (2000).


           It is beneficial from the viewpoint of manufacturing to allow hoop yield strength higher than
           longitudinal yield strength. In the following, requirements will be described regarding Crack
           Tip  Opening  Displacement  (CTOD),  yield  stress,  ratio  of  SMYS  and SMTS,  fatigue
           properties and wall-thickness tolerances.
           19.6.2  Material Property Requirement in Circumferential Direction
           Necessary CTOD value requirements for Heat Affect Zone (HAZ) and weld metal  are to be
           established that are relevant for the specific design conditions with regard to type and extent
           of longitudinal weld defects likely to exist. Typically, the required CTOD value is established
           through ECA (Engineering Criticality Assessment) using British Standard PD 6493.


           The extent  of  longitudinal weld  defects that  likely  to  exist, is  defined in  the  operators’
           welding qualification specifications. Typical values are: depth 3 mm and width minimum of
           25 mm and pipe wall-thickness.

           The required CTOD value,  as calculated based  on  codes, is rather stringent, due  to  large
           scatters in the CTOD values from tests. Practical experience from field use of the line pipes
           have, demonstrated that there has been very little structural failure due to lack of CTOD value
           in hoop direction for line pipes. It is therefore suggested to closely evaluate the following:


              CTOD testing methods, scatters and statistical evaluation of scatters;
              Possibility to reduce the number of CTOD tests;
              Safety factors used in ECA determination of CTOD requirements;
              ECA design equations and analysis methods.


           Similar observations may be made on the CTOD requirements for the longitudinal direction.
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