Page 468 - Pipelines and Risers
P. 468

Piping Systems                                                        435


           Membrane + Bending Stress;
           Total stress.

        These stress categories are given different allowable values, based upon  the implication for
        structural integrity of each stress classification. The allowable stress values are listed in Table
        23.1.


        The stress components can be automatically obtained from ABAQUS finite element program.

        It should be noted that the BS5500 code only considers the "design" load condition.


        The allowable stress values given by the BS5500 code are based on elastic stress theory. The
        recommended  BS5500  limiting  stress  values  that  can  be  higher  than  the  material  yield
        strength, are to be interpreted as pseudo-elastic values and are to be compared with  results
        based on linear-elastic material simulation.

        23.2.2 Allowable Stress/Strain Levels
        Due  to  the  unusual  nature  of  its  shape and  purpose,  the  tee  connection does  not  readily
        conform to all the requirements in BS5500, and therefore allowable stress/strain levels will be
        established for  each  load  condition, based  on  the  above  mentioned  codes  and  in-house
        expertise.

        For the general body of  the tee, which  is the area of the tee geometry not influenced directly
        by  the gross structural discontinuity in the extruded outlet area, the stress pattern is almost
        equal to that if a pipe, with hoop stress as the governing component.


        The BS5500 code accounts for the complex stress/strain pattern  due to  discontinuities, as
        presented in Section 22.2.3, and allows the total equivalent stress to become 1.5 times higher
        (678 MPa) than  the  yield strength of  the material (450 ma). The allowable stress values
        given by the BS5500 code are based on elastic stress theory, and the recommended limiting
        stress  values that can  bc  higher  than  the  materia1 yield  strength, are to  be  interpreted as
        pseudo-elastic values and are therefore to be compared with  results based on linear-elastic
        material simulation. Since we are using an elasto-plastic material model the allowable stresses
        in BS5500 can not be used as a design criterion.


        The high calculated stresses in the extruded outlet area are peak stresses and are not critical as
        the plastic zone are very limited.


        The von Mises equivalent stress is calculated  by ABAQUS as part of the solution routine. The
        numerically calculated equivalent stress will be compared with the allowable limits.
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