ML23067A324
ML23067A324 | |
Person / Time | |
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Issue date: | 03/07/2023 |
From: | Marlette S, Jeffrey Poehler NRC/RES/DE, Westinghouse |
To: | |
References | |
Download: ML23067A324 (1) | |
Text
CODE CASE N-894 ALTERNATIVE RULES FOR REPAIR OF CLASSES 1, 2, AND 3 AUSTENITIC STAINLESS STEEL PIPING WITH THERMAL FATIGUE CRACKING Record Number 17-3243 Stephen Marlette, P.E. Westinghouse Electric Company 1
Presentation Overview
- Background
- Sections of Case N-894
- 1000 Scope
- 2000 Prerequisites
- 3000 Flaw growth analysis and design
- 4000 Examination and Testing
- -4100 Acceptance Examination
- -4200 Inservice Examination
- -4300 Pressure Testing
- Table 1 Inservice Examination Categories 2
Background and Purpose
- Thermal fatigue cracking is a potential issue at nuclear plants within normally stagnant lines connected to the reactor coolant system.
- Recent cases have led to repairs using structural weld overlays (SWOL)
- Current ASME SWOL repair documents like N-504-4, N-740-2 and ASME Section XI Appendix Q were written to address stress corrosion cracking (SCC) not fatigue cracking New Code Case needed for SWOL repair of thermal fatigue cracking Work began on new Case in 2017.
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-1000 Scope
- The Code Case mainly addresses thermal fatigue cracking
- The Case also requires consideration of SCC crack growth when uncertain e.g.,
- Stagnant stainless steel lines in PWRs
- BWR locations where hydrogen water chemistry may change
- The repairs rules apply to both stainless steel welds and base metal (N-504 and Appendix Q focus on weldments only)
Consideration of SCC was added to cover situations where the potential is unknown to address NRC Staff concerns.
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-2000 PREREQUISITES
- The overlay material must be SCC resistant for the applicable environment
- SWOL material may be low carbon (0.035% max) stainless steel
- Higher yield strength of nickel alloy can provide more compression with less weld metal
- For BWR stainless steel SWOL applications an as-deposited delta ferrite content of at least 7.5 FN is required
- Alternatively, the first layers of at least 5 FN are acceptable, provided the carbon content of the deposited weld metal is determined by chemical analysis to be less than 0.02%.
SCC resistant material is required for the SWOL 5
-3000 FLAW GROWTH ANALYSIS AND DESIGN
- Full structural weld overlay (FSWOL) design is required
- Flaws in the original wall is assumed to 100% through-wall for sizing
- The as-found flaw size is analyzed for fatigue crack growth (FCG) to determine the design life of the FSWOL
- If SCC rates for material and environment is not available in Section XI then experimental data may be used for crack growth curve
- The FSWOL is centered over the flaw rather than the weld as in N-504, N-740 and Appendix Q since thermal fatigue flaws could be entirely in base metal
- Maximum 30° end slope unless specifically analyzed FSWOL Max 30° End Slope
- FSWOL design
- FCG is the main analysis required
- SCC is required if uncertain As-found flaw Overlay centered over flaw 6
-4100 ACCEPTANCE EXAMINATION
- Only the structural volume (G-H-I-J) needs to be examined for planar and laminar flaws
- The non-structural portion of the overlay (C-G-J-F and H-D-E-I) only needs to be examined for laminar flaws that could obstruct UT coverage
- PT is also required for overlay and adjacent material
- First approved in August 2020 @ WGPQVE and SGNDE.
- Currently Ballot 23-512 is out to WGPQVE and SGNDE for review and approval.
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-4100 (g) ADJACENT MATERIAL EXAMINATION
- UT examination of adjacent material is unique to N-894 (Figure -4200-1)
- Verifies flaws were not opened after overlay
- Sets baseline for future exams
- Exam distance set to 2Rt and 1/3 t from ID surface
- Sentinel location for future thermal fatigue flaws
- Adjacent material exam is unique to N-894 8
-4200 INSERVICE EXAMINATION
- Inservice exam volume of outer 25% of original material (Figure -4100-2)
- Adjacent Material also examined (Figure -4200-1) 9
-4200 INSERVICE EXAMINATION (Cont.)
- UT exam required during first refueling outage after installation of overlay (more restrictive than Appendix Q)
- Acceptance standards for planar flaws are in Table IWB-3514-1 for Class 1 piping and IWC-3514-1 for Class 2 and 3
- If flaw growth greater than predicated in -3000 analysis is detected the overlaid pipe must be repaired
- If no flaw growth or new flaws are detected the examination schedule follows the inspection plan per IWB-2411, IWC-2411, or IWD-2411 applicable to class of piping (different schedule for >75% and <75% flaws)
- NRC inputs incorporated for exam frequencies 10
-4200 INSERVICE EXAMINATION (Cont.)
- If new flaws meeting acceptance standard or flaw growth within the predicted rate per -3000 analysis are detected, the overlay must be examined during next outage
- Examinations shall continue every outage until no growth is detected
- If the source of fatigue cracking has not been identified, the examination of -4200 shall be performed during subsequent refueling outages until the source is identified More restrictive inservice acceptance criteria and schedule than N-504-4 or Appendix Q to guard against unpredicted crack growth 11
-4300 PRESSURE TESTING
- Pressure testing shall be conducted in accordance with IWA-4540. Pressure testing is required only when flaws are through-wall or become through-wall during weld operations.
Same pressure testing requirements asSection XI, Appendix Q, -4400 12
Table 1 Inservice Examination Categories Table 1 was added per NRC Staff Comments (July 2021) 13
Questions/Comments/Discussion 14