See the attached file for an example for PWHT of ASME SA 516 Grade 70, Thickness 41.1 mm, where you can do the same calculations by using the clear equations in the example: PWHT-Example.
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The PWHT is recommended for relieving stresses developed during welding
and is meant for medium CS beyond 20 mm thick. or for materials with
higher carbon content or for alloy steels where Cr, Mo ( stress risers) and
other alloys induce more stresses during welding.
The temp. selection depends upon the
carbon percentage. It could be 600 ± 20 0 C for CS with C % up
to 0.20 and thick. On higer side or 620 ± 20 0 for
Carbon beyond 0.25 %
For soaking time general thumb rule is 1 hour soaking time per ( 1 inch
thick.) 25 mm thickness. Hence for 38 mm it should be 90 minutes. For 43 mm thick, it could be 2 hrs. or nearest.
For Alloy steels the soaking temp. may vary depending upon alloy content,
but soaking time pattern is same like for CS.
Sridhar.
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May I know what the purpose of this soaking time is? If rationale behind this is to dissipate the heat to all areas of the component and to allow the carbides for SCC prevention, then post construction repairs could easily jeopardize the production quality fabrication. If this time is determined based on empirical results of tempering time (Hollomon Jaffe parameter), then does the configuration (shape) affect this time? When the range of soaking time is used to qualify a weld (Section IX QW403), we do see the loss of ferrite, impact toughness - in essence there is a change in properties. To me, just thickness, composition or just 80 or 120% aggregate time alone cannot guarantee the joint integrity of PWHT during the life cycle. In short, my question: what is the best soaking time (cumulative simulated hours) we need to arrive at during PQR for such PWHT welds?
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