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               in the pipeline element to a critical size at a given hydrogen concentration in the metal,

               has been developed based on the obtained calculation and experimental results.

                      The model combines the results of finite element analysis and the parameters of

               the  cyclic  crack  resistance  of  pipeline  steel,  which  depend  on  the  hydrogen

               concentration. A parametric analysis of the influence of internal pressure, crack shape,

               and hydrogen concentration on the number of cycles until the crack reaches a critical

               size has been performed.

                      It has been established that the combined action of internal pressure determines

               the residual durability of a pipeline, the geometry of a crack-like defect, and hydrogen

               concentration in the metal. The period of crack growth to a critical size decreases by

               approximately 6–8 times as the internal pressure increases from 8 to 20 MPa. A change

               of the crack shape parameter a/c (the ratio of the ellipse semi axes) can reduce the

               residual durability of a defective pipeline by up to 3 times. The residual durability

               decreases by approximately 85–95% in comparison to the initial level at a hydrogen

               concentration of 5–6 ppm in the pipe metal.

                      The scientific novelty of the results lies in the development of a computational-


               experimental approach to assess the residual durability of pipelines with internal semi-
               elliptical cracks, for the first time taking into account the hydrogen concentration in the


               metal,  internal  pressure,  and  defect  geometry.  A  new  mathematical  model,  which
               combines  the  determination  of  the  distribution  of  diffusible,  trapped,  and  total


               hydrogen in pipeline steel, taking into account the stress-strain state and hydrogen
               trapping according to the well-known Oriani model, has been proposed. Quantitative


               patterns of the influence of hydrogen concentration on the parameters of pipe steel

               cyclic  crack  resistance  and  pipeline  residual  durability  have  been  established.

               Modeling of the stress-strain state of a pipeline element with an internal semi-elliptical

               crack has been improved by taking into account the relationships among local stresses,

               plastic deformation, and hydrogen concentration in the metal.

                      The practical significance of the dissertation’s results lies in the creation of a

               computational  and  experimental  model  that  allows  quantitative  assessment  of  the

               residual  durability  of  a  pipeline  with  a  crack-like  defect  in  a  hydrogen-containing
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