18 – welding issues and code applications2017/05/24 · fundamental research performed to...
TRANSCRIPT
© 2017 Electric Power Research Institute, Inc. All rights reserved.
Steve McCrackenEPRI Welding & Repair Technology Center
Commission Materials Programs Technical Information Exchange
Public Meeting
May 24, 2017Rockville, MD
18 – Welding Issues and Code Applications
2© 2017 Electric Power Research Institute, Inc. All rights reserved.
Presentation Outline
Welding Issues– Nickel-base Filler Metal Weldability Testing– Development of 52M Filler Metal Alternative– Irradiated Material Welding Solutions
Code Applications– Code Rules for Welding on Irradiated Material– Repair by Carbon Fiber Reinforcement – N-871– Excavate and Weld Repair for SCC Mitigation – N-847– Branch Connection Weld Metal Buildup for SCC Mitigation – N-853– Pad Reinforcement Repair of Atmospheric Storage Tanks – N-865
© 2017 Electric Power Research Institute, Inc. All rights reserved.
Research Focus Area 1
Nickel-base Filler Metal Weldability Testing
Steve McCrackenEPRI WRTC
4© 2017 Electric Power Research Institute, Inc. All rights reserved.
Cast Pin Tear Test
High-Cr Ni-Base Filler Metal Weldability Testing
Transvarestraint Test
Gleeble Strain-to-Fracture Test
• Weldability testing at OSU‒ Cast pin tear test (CPTT) ‒ Strain-to-fracture (STF)‒ Transvarestraint (TVT) ‒ Characterization studies‒ Solidification temperature
range (modeling & SS-DTA)• 82, 52, 52M, 52i, 52MSS,
SN690Nb, 52M-Ta-Mo • Fundamental study of
ductility-dip and hot cracking mechanisms
• Crack healing by liquid back filling
• Effect of SS dilution on hot cracking resistance
5© 2017 Electric Power Research Institute, Inc. All rights reserved.
• Nine high-Cr Ni-base weld metal specifications
• Twenty-two stainless steel base materials with varying Si, S, and P compositions
• Crack no-crack plots show influence of Si, S and P
• Guidelines presented to minimize hot cracking‒ Composition control‒ Dilution control‒ Bead placement control‒ Buffer layer control
52M Hot Cracking on Stainless Steel Base Material
6© 2017 Electric Power Research Institute, Inc. All rights reserved.
High-Cr Ni-Base Filler Metal Screening Test• Industry Need: Field deployable test to
screen 52M heats and 52M variants
• Approach: Narrow groove high restraint geometry design (EPRI & IHI) to promote DDC with validation by computer modeling
• Next Step: Investigate single bead approach with GTAW parameters (weave, sync-pulse, etc.) that may promote DDC
7© 2017 Electric Power Research Institute, Inc. All rights reserved.
• WRTC: Measures to Minimize 52M Hot Cracking on Stainless Steel Base Materials – Update Report 3002003140, December 2014
• WRTC: Screening Test for High-Chromium Nickel-Base Weld Metals –Preliminary Studies Report 3002005527, September 2015
• WRTC: Weldability Testing of High-Chromium Nickel-Base Weld Metals –Resistance to Solidification Cracking Report 3002007909, December 2016
WRTC Reports on 52M Weldability Issues
© 2017 Electric Power Research Institute, Inc. All rights reserved.
Research Focus Area 1
Development of 52M Filler Metal Alternative
Steve McCrackenEPRI WRTC
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Fundamental research performed to understand cracking mechanisms and weldability problems with 52M
Development of alloy composition for new filler metal– Model welding behavior and mechanical properties of target compositions– Validate modeled behavior with button melting experiments
Manufacture weld wire for target composition– Kobe Steel selected to manufacture target weld wires– Perform laboratory weldability testing
Assess weldability and perform validation NDE of new filler metal– Assess process parameters for GTAW and GMAW– Make large scale mockups for weldability and NDE– Perform mechanical, corrosion, & crack growth rate testing– Assess feasibility of alternative advanced welding processes (laser welding, magnetic stir,
hybrid, etc.)
Alternative 52M Development Scope – Long Range Plan
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Matrix of compositions in Tables 2a and 2b used to optimize final target composition with best resistance to ductility-dip cracking (DDC) and solidification cracking– CPTT showed 52M-Hf & 52M-Hf-Mo wires had poor
resistance to solidification cracking– CPTT showed 52M-Ta & 52M-Ta-Mo wires had improved
resistance to solidification cracking– STF showed 52M-Ta-Mo had improved resistance to DDC
Al B C Co Cr Cu Fe Mn Mo Nb0.01 < 0.001 0.035 <0.01 30 0.03 8 0.6 (note 1) 0.5
Ni P S Si Ta Ti Zr Hf N ―Rem < 0.01 < 0.001 0.2 <0.01 0.2 < 0.01 (note 1) < 0.008 ―
Heat # Hf Mo1 0.25 <0.032 0.25 3.93 <0.001 <0.034 <0.001 3.9
Table 2a: Range of Hf and Mo
Note 1: Vary Hf-Mo and Ta-Mo as shown in Table 2a and 2b respectively
Table 1: Target Composition
Heat # Ta Mo5 3.8 <0.036 3.8 3.97 <0.005 <0.038 <0.005 3.9
Table 2b: Range of Ta and Mo
52M-Hf and 52M-Ta Experimental Alloys Selected
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52M-Hf and 52M-Hf-Mo variants are complete
52M-Ta and 52M-Ta-Mo variants are complete
All variants at WRTC in Charlotte
Procurement of 52M Ta-Mo & Hf-Mo Weld Wires
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• Weldability observations – oxide, wetting, etc.• Dual GTAW wire feed system used to build
weld specimens of varying composition‒ 52M-Ta, 52M-Ta-Mo wires mixed to study influence
of composition on weldability
• Weldability testing at OSU‒ Cast pin tear test (CPTT), Strain-to-fracture (STF)
test, transvarestraint (TVT), Gleeble hot ductility and material characterization studies
Cast Pin Tear Test
Weldability Testing 52M-Hf & 52M-Ta Variants
Oxide Observations
Dual Wire Feeder
Transvarestraint
Strain-to-Fracture Test Specimen
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• Complete‒ Computational modeling and DOE studies of solidification behavior‒ Button melting and weldability experiments ‒ Manufacture of target 52M-Hf, 52M-Hf-Mo, 52M-Ta & 52M-Ta-Mo wires‒ Cast pin tear testing (CPTT) of 52M-Hf & 52M-Hf-Mo wires‒ Strain-to-fracture (STF) testing of 52M-Ta & 52M-Ta-Mo variants ‒ CPTT dilution testing of 52M-Ta variants with CF8A‒ Characterization of 52M-Ta & 52M-Ta-Mo wires
• In Progress‒ Hot ductility testing and transvarestraint testing‒ Procurement of 40 kg lot of 52M-Ta-Mo welding wire (delivery 4th quarter 2017)
• Near Future‒ Test with various welding processes and joint configurations (1st quarter 2018)‒ Mechanical testing (tensile, bends, etc.)
• N + 1 ‒ Full scale mockup for CGR testing (cold wire GTAW process)
Progress and Future Work
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Research Focus Area 2
Irradiated Material Welding Solutions
Jon TatmanEPRI WRTC
15© 2017 Electric Power Research Institute, Inc. All rights reserved.
Improved heat input estimation techniques to establish definitive helium induced cracking threshold
Development of optimal laser welding parameters for expected materials and repair configurations (groove, fillet, overlay)– Stainless steel parameter development completed in 2014– Parameter development for nickel-base material planned in 2017
FEA modeling performed to validate irradiated SS parameter development
Low Heat Input Laser Beam Welding for Repair of Irradiated Reactor Components - EPRI WRTC Report 3002003146
Laser Welding Techniques for Repair of Irradiated Material
0.01
0.1
1
10
0.1 1 10 100
Effe
ctiv
e H
eat I
nput
(KJ/
cm)
Helium Concentration (appm)
JOG-GTAW-BM - No Cracking JOG-GTAW-BM - CrackingJNES-GTAW-BM - No Cracking JNES-GTAW-BM - CrackingJNES-GTAW-WM - No Cracking JNES-GTAW-WM - CrackingLBW-BM - No Cracking LBW-BM - CrackingLBW-WM - No Cracking LBW-WM - CrackingLBW - Remelt Trials - No Cracking LBW - Remelt Trials - CrackingJNES-GTAW-WM - GBD LBW-BM - GBDLBW - Remelt Trials - GBD
*
*
*
*
**
* *
* - Denotes single pass result
*
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Advanced Laser Welding Equipment Development
Prototype of field-deployable auxiliary beam stress improved (ABSI) laser weld head has been developed
Weld head design is tailored for underwater welding applications Designed to perform “dry-
underwater” weld operations
Fabrication of initial prototype is complete, will be tested in underwater chamber to confirm operability
Initial testing will be reported in 2017
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New effective heat input and dilution equations are in development Equations have been validated for GTAW and LBW processes
– GTAW validation: 2013 Tech Report – 3002000412– LBW validation: 2015 Tech Update – 3002005531
Initial trials have begun to determine effects of weld parameters and chemical composition on critical efficiency values of austenitic stainless steel material
Improved Heat Input, Weld Dilution, and Power Ratio Equations
18© 2017 Electric Power Research Institute, Inc. All rights reserved.
Presentation Outline
Welding Issues– Nickel-base Filler Metal Weldability Testing– Development of 52M Filler Metal Alternative– Irradiated Material Welding Solutions
Code Applications– Code Rules for Welding on Irradiated Material– Repair by Carbon Fiber Reinforcement – N-871– Excavate and Weld Repair for SCC Mitigation – N-847– Branch Connection Weld Metal Buildup for SCC Mitigation – N-853– Pad Reinforcement Repair of Atmospheric Storage Tanks – N-865
© 2017 Electric Power Research Institute, Inc. All rights reserved.
Research Focus Area 6
Code Rules for Welding on Irradiated Materials
Steve McCracken and Jon TatmanEPRI WRTC
Wayne LuncefordEPRI BWRVIP
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Background – Weldability of Irradiated Material Helium generated by neutron transmutation reactions can result in formation of
helium-induced cracks when welded It is appropriate to provide guidance for consideration of irradiation effects with the
objective of preventing helium-induced cracking
Nakata, K., Env. Deg., 1998
Morishima, Y., JNM, 2004
Asano, K., JNM, 1999
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Industry State of Knowledge and Available Guidance
Observed cracking of BWR reactor internals resulted in EPRI Boiling Water Reactor Vessel and Internals Project (BWRVIP) program developing guidance for welding on irradiated materials– Initial guidance published as BWRVIP-97 in 2001– BWRVIP-97-A approved by NRC in 2011
Additional data obtained by EPRI in 2006 from studies performed in Japan and documented in BWRVIP-151, “Technical Basis for Revision to BWRVIP-97 Welding Guidelines”
Subsequent to approval of BWRVIP-97, effort undertaken by EPRI Materials Reliability Program (MRP) to develop guidance for U.S. designed PWRs and by BWRVIP to update the guidance for U.S. designed BWRs in BWRVIP-97-A based on these new data– MRP-379, Materials Reliability Program: Irradiated Materials Welding Guideline (published in
2014)– BWRVIP-97 Revision 1, Guidelines for Performing Weld Repairs to Irradiated BWR Internals
(published in 2015)
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Code Guidance for Welding on Irradiated Material is Inconsistent
Criteria contained in ASME Section XI related to welding on irradiated materials includes the following variations:– predicted neutron fluence of 1017 neutrons per square centimeter– thermal neutron (E < 0.5 eV) fluence of 1 x 1017 neutrons per cm2
– if repair area is subject to a significant fast neutron fluence greater than 1019
nvt E ≥ 1 MeV– 0.1 APPM measured or calculated helium content generated through irradiation– the neutron fluence in the repair areas shall be taken into account when
establishing the weld metal composition limits– consideration shall be given to the effects of irradiation on the properties of
material, including weld material for applications in the core belt line region of the reactor vessel. Special material requirements in the Design Specification shall also apply to the test assembly materials for these applications
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EPRI Perspective Current rules in Section XI are inconsistent and should be comprehensively revised
ASME action initiated in 2010 to review rules and evaluation appropriate criterion (see ASME Rec. No. 10-1842)
The use of neutron fluence as the primary criterion is not optimal– Fast neutron fluence not relevant to evaluating helium generation assessing weldability– Thermal fluence is only one of several parameters affecting weldability, other important
parameters are boron content, material type / grade, heat input
Desirable to define weldability guidance in terms other than neutron fluence
Guidance provided in BWRVIP-97 Rev. 1 and MRP-379 can be used as a basis for proposed changes to Section XI
Various approaches may be taken and dialogue between EPRI, industry/Code committees, and NRC is appropriate
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Weldability Thresholds Both MRP-379 and BWRVIP-97R1 include identical weldability threshold plots for Type 304 and
Type 316 stainless steels Weldability is based on He concentration and weld heat input Improvements from BWRVIP-97-A include:
– Additional JNES data– Data plotted in terms of effective heat input instead of theoretical heat input. – Allows data from both GTAW and LBW to be included on a single plot.– Consideration of additional heat input from multiple remelt passes
At He concentrations < 0.1 appm, both Type 304 and 316 stainless steel are weldable without consideration of irradiation effects
Insufficient data to develop similar threshold plots for either nickel-base alloys or low-alloy steels– Data available for nickel-base alloys does not indicate a dramatic difference in weldability from
stainless steel– Available low-alloy steel data suggest weldability at least as good as stainless steels
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Japanese GTAW and LBW studies1,2 on irradiated low alloy steel did not indicate significant susceptibility to helium-induced cracking– Increased porosity was noted in the LAS weld metal along the fusion boundary (weld process
issue), however sound welds were achievable on irradiated LAS material– No evidence of helium-induced cracking or grain boundary deterioration even at significant
helium concentrations Toughness reduction is the more important concern for welding on low-alloy steels
Very few locations for which welded repairs may be needed for irradiated ferritic materials– Materials have performed well in service to date– Absent cracking in adjacent stainless steel or nickel-base alloys, welding on irradiated low-
alloy steel is unlikely– Limited number of relevant locations (i.e., BWR riser brace attachment welds, PWR core
support / core stop lugs)
Irradiated Ferritic Low Alloy Steel Weldability
1. K. Kazuhiko, et al., Repair Welding of Irradiated Reactor Vessel Steel by Low Heat Input GTAW and LBW, Materials Science Forum Vols. 539-543 (2007), pp 3912-3919.
2. FY2003 Safe Maintenance/Repair Welding Techniques for Nuclear Plant Irradiated Material (WIM), June 2004, Japan Nuclear Energy Safety Organization.
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Helium Generation Mapping Both MRP-379 and BWRVIP-97R1 include parametric helium generation studies for example
reactor configurations– Based on benchmarked fluence models and including thermal neutron energy groups– Conservative upper end estimates of initial boron content (20 to 50 wppm B)– Parametric assessment of impact of service life (thru 80-yr operation)
PWRs– Westinghouse reactor evaluation documented in MRP-319 Rev. 1– Combustion Engineering reactor evaluation documented in MRP-346– B&W reactor evaluation documented in MRP-399
BWRs– Updated analysis using BWR/4 reactor (same reactor type used to develop generic weldability
boundaries in BWRVIP-97-A)– Used RAMA code with addition of thermal energy groups
Results used to define zones of weldability
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Example Helium Generation Map Comparison(B&W Reactor, MRP-399)
Low Fluence Case40-Yr Service Life
10 wppm B
High Fluence Case60-Yr Service Life
75 wppm B
Parametric analyses– 1 wppm to 75 wppm B– 4 different cases, assuming 40 and 60
EFPY and two fuel management scenariosResults indicate a steep helium
generation gradient above and below the coreRelatively little movement of the 0.1
appm He generation line axially above / below the core at higher B concentrations and longer service timesLarge portions of the RPV above and
below the core remain weldable regardless of service life or initial boron content
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Weldability Categorization (Applicable for BWRs & PWRs) Based on observations from both weldability studies and helium mapping, four
weldability categories defined:1. He > 10 appm
Limited weldability data exist, although it appears that 304SS may be weldable by LBW2. 0.1 appm < He ≤ 10 appm
Weldable with appropriate evaluation of helium content and application of heat input controls3. 0.01 appm < He ≤ 0.1 appm
0.1 appm is below the lowest He concentration found to induce helium-induced cracking by conventional welding. If the location is determined to have a He concentration ≤ 0.1 appm, welding can be performed without consideration of irradiation effects.
4. He ≤ 0.01 appmIn regions of the reactor system where generic bounding evaluations show He concentration < 0.01 appm, welding can be performed without the need for a component-specific He calculation. Available data indicate that the conservative inputs to the generic evaluations performed and the additional margin factor of 10 adequately address variations in reactor design.
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Key Conclusions (1 of 2) There are substantial data that can be applied to characterize the weldability of
austenitic materials in BWRs and PWRs Analysis indicates that many RPV and reactor internals locations can and should
be generically dispositioned as not affected by irradiation effects Neutron fluence is not a useful criterion for determining when irradiation effects
must be considered– Fast neutron fluence values not relevant to assessing weldability– Most plants have not performed thermal fluence calculations and cannot either
generate such calculations or perform helium measurements in short outage timeframes
– Thermal fluence is only one of several parameters affecting weldability, other important parameters are boron content, material type / grade, heat input
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Key Conclusions (2 of 2) Initial boron concentration and reactor operating time have “relatively” small
influence on the weldable zones above and below the core Substantial gradient in estimated helium generation, even when using upper end
initial boron content assumptions– RPV nozzle to safe end welds clearly remain weldable– RPV upper and lower head penetrations clearly remain weldable– Most internals components located in regions significantly above / below the core will
be weldable, even after 80 years of service
Most BWR components located in the annulus region will be weldable, even after 80 years of service
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EPRI Recommendations for ASME Code Changes For code cases primarily applicable to RPV nozzle DM welds or upper / lower
head penetrations– Remove existing criteria related to fluence– Add a statement that the code case is not applicable to repair of reactor internals
For code cases that may be applied to reactor internals– Remove existing criteria related to fluence– Add criteria based on helium concentration– Include language allowing generic disposition of components located significantly
above / below the core(< 0.01 appm He based on generic evaluation)
For locations near the core, owners can apply the guidance in BWRVIP-97 Rev. 1 or MRP-379
Material applicability should be specified consistent with materials addressed in the existing research
32© 2017 Electric Power Research Institute, Inc. All rights reserved.
References and Additional Information Presentation, January 2016 “Welding on Neutron Irradiated Austenitic and Ferritic
Materials” NRC public meeting (ML16008A081) Presentation, August 2016, EPRI International BWR and PWR Materials
Conference in Chicago, IL PVP2016-64007 Paper, “Applications of Welding to Repair Irradiated Reactor
Internals” MRP-379, Materials Reliability Program: Irradiated Materials Welding Guideline
(published in 2014) BWRVIP-97 Revision 1, Guidelines for Performing Weld Repairs to Irradiated
BWR Internals (published in 2015) ASME Record No. 10-1842, “Research appropriate use of Fluence/He
Concentration for Ni Alloys & Low Alloy Steels”
© 2017 Electric Power Research Institute, Inc. All rights reserved.
Research Focus Area 3
Repair by Carbon Fiber Reinforcement Composite
Code Case N-871
Steve McCrackenEPRI WRTC
Jim O’Sullivan, Procon1Key Contributor to N-871
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Repair by Carbon Fiber Reinforced Composite (CRFC) N-871, Repair of Buried Class 2
and 3 Piping Using Carbon Fiber Reinforced Polymer Composite
(Record # 12-1478) Full-circumferential interior
application of carbon fiber laminate (CFRP repair system) designed to replace degraded portions of buried metallic piping
Limited to buried piping with maximum design temperature ≤ 200⁰F
Provides requirements for design, qualification, installation, acceptance, examination and follow-up inservice inspection
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Internal CFRC Configuration for Buried Pipe
Degraded Pipe
CFRP Repair
Terminal Ends
Interior CFRP repair designed to replace degraded portions of metallic piping
© 2017 Electric Power Research Institute, Inc. All rights reserved.
Research Focus Area 6
Excavate and Weld Repair (EWR) for SCC Mitigation
Code Case N-847
Steve McCracken and Jon TatmanEPRI WRTC
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Pipe Weld SCC Repair & Mitigation Methods
Mechanical Stress Improvement Process(MSIP)
Weld Overlay (N-504-4, N-740-2, N-754, App. Q)
Inside Diameter Onlay (N-766)
Inside Diameter Inlay (N-766)
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PWR Configuration– Dissimilar metal weld (DMW) joining
low alloy steel to austenitic safe-end or piping
– PWSCC susceptible Alloy 82/182 weld metal
BWR Configuration– Similar metal weld (SMW) joining
stainless-to-stainless piping– IGSCC susceptible sensitized
stainless steel base material heat-affected-zone (HAZ)
Code Case N-847 EWR Configurations
EWR for Dissimilar Metal Weld
EWR for Similar Metal Weld
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Excavation extends less than 360º of circumference
Weldment not fully mitigated SCC reduced to acceptable size Provides timely option when emergent ISI
examination reveals rejectable SCC indication
Provides time for deployment of more permanent repair
Circumferential overlap is critical design parameter which likely will define partial arc EWR design life
Consideration to deploy partial arc EWR with SMAW temper bead (code case N-839)
Cross-Section of Partial Arc EWR
Code Case N-847 Partial Arc EWR
Partial Arc EWR
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Partial Arc EWR Mockups Residual Stress Evaluation
– Main purpose was to compare and validate FEA residual stress simulations with residual stress measurements• Modeling performed by Structural Integrity
Associates (see PVP2016-63815)• Measurements performed by Hill
Engineering (see PVP2016-63197)‒ Demonstrate temper bead in EWR cavity
UT Demonstration‒ EWR partial arc mockup fabricated to
demonstrate UT examination capability‒ Proof of concept UT demonstrations
completed‒ Full scale mockup with a 50% and 75%
thickness partial arc excavations in-process‒ Includes implanted weld flaws
• Intended for Appendix VIII qualification
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FEA Model vs. Measured Residual Stress for Partial Arc EWR General agreement in shape of stress field Measured residual stress trends lower in magnitude
FE Measured
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Status of N-847 and N-770-5
N-847, Excavate and Weld Repair for SCC Mitigation– Board Approved 24 Oct 2016
(Record # 10-1845)– N-847 provides rules for EWR
design, analysis, installation, and post repair acceptance examination
N-770-5, ISI Requirements for PWSCC Mitigation and Repair– Board Approved 07 Nov 2016
( Record # 14-2233)– N-770-5 provides rules for EWR
PSI/ISI and extent and frequency of examination
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EPRI Reports – Report 3002007901, Jun 2016, WRTC: Technical Basis and Residual Stress Studies to Support the
Excavate and Weld Repair (EWR) Methodology for Mitigation of SCC in ASME Class 1 Butt Welds– Report 3002005518, Sept 2015, WRTC: Excavate and Weld Repair Demonstration Mockup Results –
Preliminary Report– Report 1021012, Dec 2010, Topical Report: Application of the Excavate and Weld Repair Process for
Repair and Mitigation of Alloy 182 and 82 in PWRs
2016 NRC Document– NRC Technical Letter Report (ML16257A523), Weld Residual Stress Analysis of Excavate and Weld
Repair Mockup
2016 PVP Conference– PVP2016-63769, Technical Basis for Code Case N-847 – Excavate and Weld Repair (EWR)– PVP2016-63815, 3D Residual Stress Simulation of an Excavate and Weld Repair Mockup– PVP2016-63197, Residual Stress Mapping for an Excavate and Weld Repair Mockup
2017 PVP Conference– PVP2017-66173, Crack Growth Evaluation of Remnant Cracks Underneath an Excavate and Weld
Repair
N-847 Bases Documents and References
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Research Focus Area 6
Branch Connection Weld Metal Buildup for SCC Mitigation
Code Case N-853
Steve McCrackenEPRI WRTC
Dave Waskey & Steve Hunter, ArevaKey Contributors to N-853
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PWSCC Susceptible Alloy 600 Branch Connections NRC issued Regulatory Issue Summary (RIS) 15-10
‒ Request for ASME Code to review ISI requirements for Alloy 600 branch connections‒ Contingency weld repair design needed for Palisades and B&W Plants‒ PWROG Projects PA-MSC-1283 and 1294 established
46© 2017 Electric Power Research Institute, Inc. All rights reserved.
RCS HL Class 1 Run Pipe and Cladding
Existing PWSCC Susceptible Nozzle
Existing PWSCC Susceptible Weld
PWSCC Resistant Weld Metal Buildup
PWSCC Resistant Attachment J-Weld
PWSCC Resistant Replacement Nozzle
N-853 Branch Connection Repair Configuration
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1) Remove existing nozzle 2) Apply structural weld metal buildup3) Contour, PT & UT buildup 4) Install new Alloy 690 nozzle
PVP Vancouver Conference - N-853 July, 2016
N-853 Branch Connection Repair Sequence
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Full Scale Demonstration of N-853 Repair by Areva
As-Welded Pad As-Ground Pad
RCS hot leg elbow configuration Fixture designed to represent field conditions Simulated 42” – 44” OD pipe Coupon insert of carbon steel (SA-516)
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Evaluation of the 52M Weld Metal Buildup by Areva 52M weld metal buildup
– Liquid penetrant (PT) examination– Ultrasonic (UT) examination– Cross section macro evaluation– Cross section PT examination
J-groove machining Installation of new Alloy 690 nozzle
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Status of N-853– Board Approved 27 Jun 2016
(Record # 15-360)
N-853 provides rules for design, analysis, installation, post repair examination and PSI/ISI requirements for the branch connection weld metal buildup (BCWMB)
Areva performed a full scale demonstration mockup– The BCWMB was
nondestructively examined and metallurgically evaluated
N-853 for Branch Connection Weld Metal Buildup
‒ PVP2016-63902 – Technical Basis for Code Case N-853 –A600 Branch Connection Weld Repair for SCC MitigationDave Waskey (AREVA), Steve McCracken (EPRI)
© 2017 Electric Power Research Institute, Inc. All rights reserved.
Research Focus Area 6
Pad Reinforcement Repair ofAtmospheric Storage Tanks
Code Case N-865
Steve McCrackenEPRI WRTC
Ed Gerlach, Gerlach EngineeringKey Contributor to N-865
52© 2017 Electric Power Research Institute, Inc. All rights reserved.
Structural and Pressure Pad Repairs
N-865 Plate & Pad Repair of Atmospheric Storage Tanks
Status of N-865– SC XI Letter Ballot May 2017
Record # 15-2235Ballot # 16-3541RC1
N-865 provides rules for design, analysis, installation, examination and post repair inspection requirements
Based closely on provisions in N-789-2 for pad repair of Class 2 and 3 moderate energy piping for raw water service and ASME PCC-2 repair of pressure equipment and piping
53© 2017 Electric Power Research Institute, Inc. All rights reserved.
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