Abstract

In this study, a mock-up of a nuclear safe-end dissimilar metal weld (DMW) joint (SA508-3/316L) was manufactured. The manufacturing process involved cladding and buttering of the ferritic steel tube (SA508-3). It was then subjected to a stress relief heat treatment before being girth welded together with the stainless steel tube (316L). The finished mock-up was subsequently machined to its final dimension. The weld residual stresses were thoroughly characterised using neutron diffraction and the contour method. A detailed finite element (FE) modelling exercise was also carried out for the prediction of the weld residual stresses resulting from the manufacturing processes of the DMW joint. Both the experimental and numerical results showed high levels of tensile residual stresses predominantly in the hoop direction of the weld joint in its final machined condition, tending towards the OD surface. The maximum hoop residual stress determined by the contour method was 500 MPa, which compared very well with the FE prediction of 467.7 Mpa. Along the neutron scan line at the OD subsurface across the weld joint, both the contour method and the FE modelling gave maximum hoop residual stress near the weld fusion line on the 316L side at 388.2 and 453.2 Mpa respectively, whereas the neutron diffraction measured a similar value of 480.6 Mpa in the buttering zone near the SA508-3 side. The results of this research thus demonstrated the reasonable consistency of the three techniques employed in revealing the level and distribution of the residual stresses in the DMW joint for nuclear applications.

Highlights

  • The structural integrity of the dissimilar metal weld (DMW) joints connecting the ferritic steel pipe nozzles of the pressurized water reactor vessels with the austenitic stainless steel safe-end is critical to the safe operation of nuclear power plants

  • One end is connected to the nozzle of the reactor pressure vessel using the designed DMW joint, and the other end is connected to the primary coolant loop pipe using a similar metal weld joint

  • A detailed finite element modelling exercise is carried out for the prediction of the weld residual stresses resulting from the manufacturing processes of the DMW joint

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Summary

Introduction

The structural integrity of the dissimilar metal weld (DMW) joints connecting the ferritic steel pipe nozzles of the pressurized water reactor vessels with the austenitic stainless steel safe-end is critical to the safe operation of nuclear power plants. The safe-end is a pipe segment measuring about 200 mm long usually made from austenitic stainless steel (typically 316L). One end is connected to the nozzle of the reactor pressure vessel using the designed DMW joint, and the other end is connected to the primary coolant loop pipe (made of stainless steel) using a similar metal weld joint. The pressure vessel, safe-end and primary piping are joined together to form the primary pressure boundary of the nuclear power plant. Similar metal welding is carried out onsite

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