Page 8 - Дисертація на здобуття наукового ступеня доктора філософії
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               are  exposed  to  elevated  temperatures  and  steam  pressure,  leading  to  creep  and

               corresponding changes in their structure as well as physical and mechanical properties.

                      The dissertation analyses the features of the changes in the technical state of

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               heat-resistant  12Kh1MF  steel  after  long-term  (~2,86∙10   hours)  high-temperature
               operation (545°C at a steam pressure of 14 MPa) in the bend of the main steam pipeline

               of a thermal power plant. It was revealed that the strength characteristics of the steel in

               all bending zones (stretched, neutral and compressed) and at all levels along the pipe

               wall thickness (near its outer and inner surfaces and in the center of the pipe cross-

               section) were below the regulated values. The highest degree of metal degradation was

               observed in the stretched zone of the bend. Despite the retention of higher yield strength

               values here, both plasticity characteristics – relative elongation and reduction of area –

               no  longer  met  the  required  standards.  Additionally,  it  was  found  that  the  metal

               degraded most intensively near the outer surface of the pipe in the stretched bend zone,

               which  is  associated  with  more  favorable  stress  conditions  for  creep  here.  This

               degradation was manifested by a change in the shape of the grains, which stretched

               through the pipe wall thickness, as well as the precipitation and coagulation of carbides


               along  grain  boundaries.  The  steel  near  the  outer  surface  of  the  pipe  bend  had  a
               particularly  low  plasticity  reserve,  since  both  of  its  plasticity  characteristics  were


               significantly lower than the regulated values. The low impact toughness of the steel
               near the outer surface is consistent with low values of reduction of area and elongation.


               Such  low  values  of  brittle  fracture  resistance  and  plasticity  characteristics  of  the
               operated steel were considered direct evidence that the metal in the stretched bend zone


               had reached a critical state.

                      Fractographic analysis of the fractures obtained after tensile and impact testing

               of specimens confirmed the more intense degradation of steel near the outer surface of

               the  pipe  from  the  stretched  bend  zone. This  was  manifested  by  the  decohesion  of

               carbides  from  the  matrix  during  specimen  fracture.  Taking  into  account  the

               experimentally established maximum degradation of steel in the stretched bend zone,

               as well as its lowest mechanical characteristics near the outer surface of the pipe, this

               zone was chosen for further substantiation of the possibility of restoring the exploited
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