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{{#Wiki_filter:ATTACHMENT 6Structural Integrity Associates, Inc. ReportFile No. 1400187.302, Revision 2Probability of Failure for LaSalle Unit 2 N1Nozzle-to-Shell-Welds and Nozzle Blend Radii Regions(Non-Proprietary) 13 pages follow V Structural Integrity Associates, Inc." File No.: 1400187.302
{{#Wiki_filter:ATTACHMENT 6 Structural Integrity Associates, Inc. Report File No. 1400187.302, Revision 2 Probability of Failure for LaSalle Unit 2 N1 Nozzle-to-Shell-Welds and Nozzle Blend Radii Regions (Non-Proprietary) 13 pages follow V Structural Integrity Associates, Inc." File No.: 1400187.302
!C S Project No.: 1400187CALCULATION PACKAGE Quality Program:
!C S Project No.: 1400187 CALCULATION PACKAGE Quality Program: Z Nuclear [] Commercial PROJECT NAME: LaSalle N702 Relief Request for 60 Years CONTRACT NO.: 00517760, Rev 4 CLIENT: PLANT: Exelon Generation Company LLC LaSalle County Generating Station, Units 1 and 2 CALCULATION TITLE: Probability of Failure for LaSalle Unit 2 Ni Nozzle-to-Shell-Welds and Nozzle Blend Radii Regions NOTE: This document contains vendor proprietary information.
Z Nuclear [] Commercial PROJECT NAME:LaSalle N702 Relief Request for 60 YearsCONTRACT NO.:00517760, Rev 4CLIENT: PLANT:Exelon Generation Company LLC LaSalle County Generating  
Such information has been redacted for public release of this document.Document Affected Project Manager Preparer(s)  
: Station, Units 1 and 2CALCULATION TITLE:Probability of Failure for LaSalle Unit 2 Ni Nozzle-to-Shell-Welds and Nozzle Blend Radii RegionsNOTE: This document contains vendor proprietary information.
Such information has been redacted for public release of thisdocument.
Document Affected Project Manager Preparer(s)  
&Revision Pages Revision Description Approval Checker(s)
&Revision Pages Revision Description Approval Checker(s)
Signature  
Signature  
& Date Signatures  
& Date Signatures  
& Date0 1 -11 Initial IssueA-I -A-2 Jim Wu8/8/14Wilson Wong8/8/14 Wilson Wong8/8/141 1 -11 Revised Proprietary Jim WuA-1 -A-2 Markings Wilson Wong 2/6/152/6/15Wilson Wong2/6/152 3,5,7 Editorial changes and AQ.r" K/q -Revised Proprietary WiMarkings Wilson WongWilson Wong 5/6/155/6/15Jim Wu5/6/15Page 1 of 11F0306-01 R2 CStructural Integrity Associates, Inc!Table of Contents
& Date 0 1 -11 Initial Issue A-I -A-2 Jim Wu 8/8/14 Wilson Wong 8/8/14 Wilson Wong 8/8/14 1 1 -11 Revised Proprietary Jim Wu A-1 -A-2 Markings Wilson Wong 2/6/15 2/6/15 Wilson Wong 2/6/15 2 3,5,7 Editorial changes and AQ.r" K/q -Revised Proprietary Wi Markings Wilson Wong Wilson Wong 5/6/15 5/6/15 Jim Wu 5/6/15 Page 1 of 11 F0306-01 R2 CStructural Integrity Associates, Inc!Table of Contents  


==1.0 INTRODUCTION==
==1.0 INTRODUCTION==


.....................................................................................................
.....................................................................................................
32.0 METHODOLOGY  
3 2.0 METHODOLOGY  
..................................................................................................
..................................................................................................
33.0 SOFTWARE MODIFICATIONS  
3 3.0 SOFTWARE MODIFICATIONS  
..........................................................................
..........................................................................
34.0 A SSU M PT IO N S ........................................................................................................
3 4.0 A SSU M PT IO N S ........................................................................................................
45.0 D E SIG N IN PU T .......................................................................................................
4 5.0 D E SIG N IN PU T .......................................................................................................
56.0 FATIGUE CRACK GROWTH ................................................................................
5 6.0 FATIGUE CRACK GROWTH ................................................................................
57.0 STRESS RESULTS AND FATIGUE CYCLE LOADINGS  
5 7.0 STRESS RESULTS AND FATIGUE CYCLE LOADINGS ..................................
..................................
6 8.0 PROBABILISTIC FRACTURE MECHANICS EVALUATION  
68.0 PROBABILISTIC FRACTURE MECHANICS EVALUATION  
...........................
...........................
79.0 RESULTS OF ANALYSES  
7 9.0 RESULTS OF ANALYSES ....................................................................................
....................................................................................
7 10.0 C O N C LU SIO N S .......................................................................................................
710.0 C O N C LU SIO N S .......................................................................................................
8 11.0 R E FE R E N C E S .........................................................................................................
811.0 R E FE R E N C E S .........................................................................................................
9 APPENDIX A LIST OF SUPPORTING FILES .............................................................
9APPENDIX A LIST OF SUPPORTING FILES .............................................................
A-1 List of Tables Table 1: LaSalle Weld Chemistry  
A-1List of TablesTable 1: LaSalle Weld Chemistry  
...........................................................................................
...........................................................................................
11Table 2: Probability of Failure Results Summary ..................................................................
11 Table 2: Probability of Failure Results Summary ..................................................................
11File No.: 1400187.302 Revision:
11 File No.: 1400187.302 Revision:
2Page 2 of 11F0306-01R2 CStructural Integrity Associates, Inc!
2 Page 2 of 11 F0306-01R2 CStructural Integrity Associates, Inc!


==1.0 INTRODUCTION==
==1.0 INTRODUCTION==


Structural Integrity Associates (SIA) is contracted by Exelon to perform a plant specific analysis to requestinspection relief for the current licensing period per ASME Boiler and Pressure Vessel Code Case N-702[1], and to the end of the period of extended operation (60 years of operation) for the LaSalle CountyGenerating Station (LGS) RPV nozzles.
Structural Integrity Associates (SIA) is contracted by Exelon to perform a plant specific analysis to request inspection relief for the current licensing period per ASME Boiler and Pressure Vessel Code Case N-702[1], and to the end of the period of extended operation (60 years of operation) for the LaSalle County Generating Station (LGS) RPV nozzles. LaSalle intends to extend their existing relief request for Itis also stated in Section 2 of Reference 2 that "It should be noted that only the recirculation inlet and outlet nozzles need to be checked because the P(FIE)s (Conditional probability of failure from event F due to event E) for other nozzles are an order of magnitude lower." SIA concluded that the N I nozzle of Unit 2 is the bounding nozzle since it is the only nozzle violating the condition 4 requirements set forth by BWRVIP-241 [2]. To address the elevated fluence issue of certain nozzles in the belt-line region of the RPV, a bounding approach is used to qualify all of the indicated nozzles for both units by analyzing the Unit 2 NI nozzle using the fluence level from the N6 nozzle (peak fluence at end of the period of extended operation) since N6 nozzle is located in the belt-line region and has the bounding fluence among all indicated nozzles.The intent of this analysis is to confirm that the NI nozzles meet the applicable acceptance criteria considering the elevated fluence level, thus qualifying all nozzles identified above. The evaluation consists of two parts: Finite Element Model (FEM) Stress Analysis and Probabilistic Fracture Mechanics (PFM) Analysis.
LaSalle intends to extend their existing relief request forItis also stated inSection 2 of Reference 2 that "It should be noted that only the recirculation inlet and outlet nozzles needto be checked because the P(FIE)s (Conditional probability of failure from event F due to event E) forother nozzles are an order of magnitude lower." SIA concluded that the N I nozzle of Unit 2 is thebounding nozzle since it is the only nozzle violating the condition 4 requirements set forth by BWRVIP-241 [2]. To address the elevated fluence issue of certain nozzles in the belt-line region of the RPV, abounding approach is used to qualify all of the indicated nozzles for both units by analyzing the Unit 2NI nozzle using the fluence level from the N6 nozzle (peak fluence at end of the period of extendedoperation) since N6 nozzle is located in the belt-line region and has the bounding fluence among allindicated nozzles.The intent of this analysis is to confirm that the NI nozzles meet the applicable acceptance criteriaconsidering the elevated fluence level, thus qualifying all nozzles identified above. The evaluation consists of two parts: Finite Element Model (FEM) Stress Analysis and Probabilistic Fracture Mechanics (PFM) Analysis.
This calculation package documents the PFM analysis while a previous calculation package [8] documented the stress analysis.2.0 METHODOLOGY The approach used for this evaluation is consistent with the methodology presented in Reference 3 and 5. A Monte Carlo simulation is performed using a variant of the program VIPER [4] with some modifications as described in the following sections.
This calculation package documents the PFM analysis while a previous calculation package [8] documented the stress analysis.
The VIPER program was developed as part of the program in Reference  
 
[3] for the Boiling Water Reactor (BWR) reactor pressure vessel (RPV) shell weld inspection recommendations.
==2.0 METHODOLOGY==
The software was modified into a separate edition, identified as VIPERNOZ, for use in this evaluation.
The approach used for this evaluation is consistent with the methodology presented in Reference 3 and5. A Monte Carlo simulation is performed using a variant of the program VIPER [4] with somemodifications as described in the following sections.
The detailed description of the methodology incorporated in the VIPER/VIPERNOZ program is documented in References  
The VIPER program was developed as part of theprogram in Reference  
[3] and [5].3.0 SOFTWARE MODIFICATIONS Several modifications were made to VIPER in order to include the capability to perform the evaluation for nozzle blend radii. The modifications are: 1. Include fatigue crack growth analysis, 2. Option to perform stress corrosion crack growth and/or fatigue crack growth, File No.: 1400187.302 Page 3 of 11 Revision:
[3] for the Boiling Water Reactor (BWR) reactor pressure vessel (RPV) shell weldinspection recommendations.
2 F0306-01R2 CStructural Integrity Associates, Inc!3. User defined flaw size distribution, 4. User defined probability of detection (PoD) curves for inspection, 5. User defined event occurrence time, 6. User defined distribution for selected random parameters, 7. User input number of printout for failed and non-failed vessels, 8. The constant for margin term for upper bound values of adjusted reference temperature required by Appendix G to 10 CFR Part 50 is a user input, 9. Pre-service inspection is eliminated, 10. Initial flaw size to include clad thickness is a user option, 11. Improvement in data structure for analysis results.The modified software for this project is identified as VIPERNOZ to distinguish from the original VIPER software in Reference  
The software was modified into a separate  
[3]. Note that the VIPERNOZ computer program is the same program used in the BWRVIP- 108NP report that was accepted by the NRC in their SER [5].4.0 ASSUMPTIONS The following assumptions used in the evaluation are consistent with those listed in References  
: edition, identified asVIPERNOZ, for use in this evaluation.
[2] and[5]: 3. The flaw size distribution, PVRUF, is assumed to be as shown in Figure 5-4 of Reference  
The detailed description of the methodology incorporated in the VIPER/VIPERNOZ program isdocumented in References  
[6].5. Lower bound constant upper shelf fracture toughness is set to 200 with a standard deviation of 30 ksi'Iin for un-irradiated material based on the SER report. For irradiated material the VIPERNOZ program will make the necessary adjustment based on fluence and Initial RTNDT inputs using guidance from RG 1.99 [12].6. Standard deviation of the mean Kic is set to 15 percent of the mean value of the Kic per the SER report [5].7. All chemistry information from NI nozzle-to-shell weld and nozzle blend radii was conservatively taken from BWRVIP-241 fleet bounding data. [2]8. Peak fluence from the Unit 2 N6 nozzles at the belt line region will conservatively be used for the NI nozzle-to-shell weld and nozzle blend radii.File No.: 1400187.302 Page 4 of I I Revision:
[3] and [5].3.0 SOFTWARE MODIFICATIONS Several modifications were made to VIPER in order to include the capability to perform the evaluation for nozzle blend radii. The modifications are:1. Include fatigue crack growth analysis,
2 F0306-01 R2 CStructural Integrity Associates, Inc!5.0 DESIGN INPUT The LaSalle plant specific input is described below." Vessel Wall Thickness at the weld = 6.5625" (excluding clad) [7]* Vessel Wall Thickness through the Blend = 10.4626" (excluding clad) [Path 3, 8]" Vessel Wall Thickness through the Blend = 11.2653" (excluding clad) [Path 1, 8]* Vessel Inner Radius = 126.6875" (excluding clad) [7]* Vessel Clad Thickness at Blend = 0.1875" [7]" Vessel Clad Thickness at Weld = 0.1875" [7]* Vessel Operating Temperature  
: 2. Option to perform stress corrosion crack growth and/or fatigue crack growth,File No.: 1400187.302 Page 3 of 11Revision:
2F0306-01R2 CStructural Integrity Associates, Inc!3. User defined flaw size distribution,
: 4. User defined probability of detection (PoD) curves for inspection,
: 5. User defined event occurrence time,6. User defined distribution for selected random parameters,
: 7. User input number of printout for failed and non-failed vessels,8. The constant for margin term for upper bound values of adjusted reference temperature requiredby Appendix G to 10 CFR Part 50 is a user input,9. Pre-service inspection is eliminated,
: 10. Initial flaw size to include clad thickness is a user option,11. Improvement in data structure for analysis results.The modified software for this project is identified as VIPERNOZ to distinguish from the originalVIPER software in Reference  
[3]. Note that the VIPERNOZ computer program is the same programused in the BWRVIP- 108NP report that was accepted by the NRC in their SER [5].4.0 ASSUMPTIONS The following assumptions used in the evaluation are consistent with those listed in References  
[2] and[5]:3. The flaw size distribution, PVRUF, is assumed to be as shown in Figure 5-4 of Reference  
[6].5. Lower bound constant upper shelf fracture toughness is set to 200 with a standarddeviation of 30 ksi'Iin for un-irradiated material based on the SER report. For irradiated materialthe VIPERNOZ program will make the necessary adjustment based on fluence and Initial RTNDTinputs using guidance from RG 1.99 [12].6. Standard deviation of the mean Kic is set to 15 percent of the mean value of the Kic per the SERreport [5].7. All chemistry information from NI nozzle-to-shell weld and nozzle blend radii wasconservatively taken from BWRVIP-241 fleet bounding data. [2]8. Peak fluence from the Unit 2 N6 nozzles at the belt line region will conservatively be used forthe NI nozzle-to-shell weld and nozzle blend radii.File No.: 1400187.302 Page 4 of I IRevision:
2F0306-01 R2 CStructural Integrity Associates, Inc!5.0 DESIGN INPUTThe LaSalle plant specific input is described below." Vessel Wall Thickness at the weld = 6.5625" (excluding clad) [7]* Vessel Wall Thickness through the Blend = 10.4626" (excluding clad) [Path 3, 8]" Vessel Wall Thickness through the Blend = 11.2653" (excluding clad) [Path 1, 8]* Vessel Inner Radius = 126.6875" (excluding clad) [7]* Vessel Clad Thickness at Blend = 0.1875" [7]" Vessel Clad Thickness at Weld = 0.1875" [7]* Vessel Operating Temperature  
= 528°F [9]* Vessel Hydro Testing Temperature  
= 528°F [9]* Vessel Hydro Testing Temperature  
= 100'F [9]* Operating Pressure  
= 100'F [9]* Operating Pressure = 1050 psig [9]* Pressure during Bounding Transient  
= 1050 psig [9]* Pressure during Bounding Transient  
= 1180 psig [9]" End of Life Fluence (54 EFPY/60 years) for N6 Forging at Unit 2= 5.36 x1017 n/cm 2 [Table 7-9, 11]* Mean Initial RTndt / standard deviation at Blend Radius" Mean Initial RTndt / standard deviation at the RPV Weld The weld chemistry is taken from Reference 2 and presented in Table 1.All random variables are summarized in Table 2 of Reference  
= 1180 psig [9]" End of Life Fluence (54 EFPY/60 years) for N6 Forging at Unit 2= 5.36 x1017 n/cm2 [Table 7-9, 11]* Mean Initial RTndt / standard deviation at Blend Radius" Mean Initial RTndt / standard deviation at the RPV WeldThe weld chemistry is taken from Reference 2 and presented in Table 1.All random variables are summarized in Table 2 of Reference  
[12]. Most of the input is obtained from Reference
[12]. Most of the input is obtained fromReference
[3], except standard deviation for %Cu and %Ni for nozzle blend radii and nozzle-to-shell weld. For nozzle blend radii, these inputs are equal to 0.04407 (Calculated based on Figure 3-1 and 3-2 6.0 FATIGUE CRACK GROWTH The fatigue data for SA-533 Grade B Class I and SA-508 Class 2 in a reactor water environment are reported in Reference  
[3], except standard deviation for %Cu and %Ni for nozzle blend radii and nozzle-to-shell weld. For nozzle blend radii, these inputs are equal to 0.04407 (Calculated based on Figure 3-1 and 3-26.0 FATIGUE CRACK GROWTHThe fatigue data for SA-533 Grade B Class I and SA-508 Class 2 in a reactor water environment arereported in Reference  
[13] for weld metal testing at R = 0.2 and 0.7. To produce a fatigue crack growth law and distribution for the VIPERNOZ software, the data for R= 0.7 was fitted into a form of Paris Law. The R= 0.7 fatigue crack growth law was chosen for conservatism.
[13] for weld metal testing at R = 0.2 and 0.7. To produce a fatigue crack growthlaw and distribution for the VIPERNOZ  
The curve fit results of the mean fatigue crack growth law is presented with the Paris Law shown as follows: File No.: 1400187.302 Revision:
: software, the data for R= 0.7 was fitted into a form of ParisLaw. The R= 0.7 fatigue crack growth law was chosen for conservatism.
2 Page 5 of 11 F0306-01R2 CStructural Integrity Associates, Inc.da= 3.817
The curve fit results of themean fatigue crack growth law is presented with the Paris Law shown as follows:File No.: 1400187.302 Revision:
* 10_9 (AK)2.9 2 7 (1)dn where a = crack depth, in n = cycle AK = Kmax -Kmm, ksi-in 0 5 A comparison to the ASME Section XI [10] fatigue crack growth law in a reactor water environment is documented in Reference  
2Page 5 of 11F0306-01R2 CStructural Integrity Associates, Inc.da= 3.817
[13]. It shows a reasonable comparison where the ASME Section XI law is more conservative on growth rate at high AK.Using the rank ordered residual plot, it was shown that a Weibull distribution was more representative for the data. The Weibull residual plot with the linear curve fit of the data is shown below: y = -0.3712 + 4.15x (2)where y = ln(ln(1/(1-F))
* 10_9(AK)2.927 (1)dnwhere a = crack depth, inn = cycleAK = Kmax -Kmm, ksi-in05A comparison to the ASME Section XI [10] fatigue crack growth law in a reactor water environment isdocumented in Reference  
[13]. It shows a reasonable comparison where the ASME Section XI law ismore conservative on growth rate at high AK.Using the rank ordered residual plot, it was shown that a Weibull distribution was more representative for the data. The Weibull residual plot with the linear curve fit of the data is shown below:y = -0.3712 + 4.15x (2)where y = ln(ln(1/(1-F))
x = ln((da/dn)actuai/(da/dn)mean)
x = ln((da/dn)actuai/(da/dn)mean)
F = cumulative probability distribution Per 10CFR 50.55a, the NRC have placed additional, more limiting requirements on the Section XIfatigue crack growth (FCG) in Appendix A for negative R ratios. Since Reference 14 has concluded thatthe main contributing factor of crack growth is SCC and that fatigue crack growth is negligible, theeffect of FCG due to negative R ratios need not be addressed.
F = cumulative probability distribution Per 10CFR 50.55a, the NRC have placed additional, more limiting requirements on the Section XI fatigue crack growth (FCG) in Appendix A for negative R ratios. Since Reference 14 has concluded that the main contributing factor of crack growth is SCC and that fatigue crack growth is negligible, the effect of FCG due to negative R ratios need not be addressed.
7.0 STRESS RESULTS AND FATIGUE CYCLE LOADINGSThe stress analyses for the nozzle-to-shell weld and the nozzle blend radius for the Unit 2 NI nozzle arepresented in Reference  
7.0 STRESS RESULTS AND FATIGUE CYCLE LOADINGS The stress analyses for the nozzle-to-shell weld and the nozzle blend radius for the Unit 2 NI nozzle are presented in Reference  
[8]. The stress analyses were performed for unit pressure and bounding normaland upset thermal transients (Loss of Feedwater Pumps/Isolation Valves Close) for the NI nozzle. Theazimuthal locations evaluated were 0' and 900, which also represent the symmetric un-modeled 1800and 2700 locations of the nozzle. Two through-wall sections were selected.
[8]. The stress analyses were performed for unit pressure and bounding normal and upset thermal transients (Loss of Feedwater Pumps/Isolation Valves Close) for the NI nozzle. The azimuthal locations evaluated were 0' and 900, which also represent the symmetric un-modeled 1800 and 2700 locations of the nozzle. Two through-wall sections were selected.
One is at the location of theweld between the RPV and nozzle and the other is at the blend radius location of the nozzle.The bounding load cases analyzed for the NI nozzle include:1. Unit pressure2. Turbine Generator Trip-SCRAM (TGT-SCRAM)
One is at the location of the weld between the RPV and nozzle and the other is at the blend radius location of the nozzle.The bounding load cases analyzed for the NI nozzle include: 1. Unit pressure 2. Turbine Generator Trip-SCRAM (TGT-SCRAM)
: 3. Loss of Feedwater Pumps/Isolation Valves CloseFor the thermal transients, the through-wall stress profiles that produce the largest stress ranges forthermal fatigue crack growth are presented and used in the evaluation.
: 3. Loss of Feedwater Pumps/Isolation Valves Close For the thermal transients, the through-wall stress profiles that produce the largest stress ranges for thermal fatigue crack growth are presented and used in the evaluation.
The number of thermal cycles for the TGT-SCRAM transient are considered to be the total number ofcycles for all normal and upset conditions that involve temperature/
The number of thermal cycles for the TGT-SCRAM transient are considered to be the total number of cycles for all normal and upset conditions that involve temperature/
pressure changes in region B of thereactor vessel (754 cycles per Reference 9 for 40 years of operation and approximately 1131 cycles forFile No.: 1400187.302 Page 6 of 11Revision:
pressure changes in region B of the reactor vessel (754 cycles per Reference 9 for 40 years of operation and approximately 1131 cycles for File No.: 1400187.302 Page 6 of 11 Revision:
2F0306-01R2 CStructural Integrity Associates, Inc!60 years of operation, or 189 cycles for each block of 10 years of operation) for conservatism.
2 F0306-01R2 CStructural Integrity Associates, Inc!60 years of operation, or 189 cycles for each block of 10 years of operation) for conservatism.
Specifically, transients considered were: Design Test (130 cycles),
Specifically, transients considered were: Design Test (130 cycles), Start Up (117 Cycles), Loss of Feedwater Heater (80 Cycles), SCRAM (180 Cycles), Shut Down Vessel Flooding (111 Cycles), Unbolt (123 Cycles), Loss of Feedwater Pump/Isolation Valves Close (10 Cycles), and Natural Circulation Start Up (3 Cycles).The number of thermal cycles for the Loss of Feedwater Pump/Isolation Valves Close transient is 10 cycles for 40 years of operation per Reference  
Start Up (117 Cycles),
: 9. However, there are three internal cycles within the main transient, the last of which occurs after an indefinite time and can be bounded by the TGT-SCRAM transient.
Loss ofFeedwater Heater (80 Cycles),
Therefore, only the first two internal cycles are considered for the Loss of Feedwater Pump/Isolation Valves Close transient, which amounts to 20 cycles for 40 years of operation (10 cycles x 2 internal cycles) and 30 cycles for 60 years of operation.
SCRAM (180 Cycles),
Shut Down Vessel Flooding (111 Cycles),
Unbolt(123 Cycles),
Loss of Feedwater Pump/Isolation Valves Close (10 Cycles),
and Natural Circulation StartUp (3 Cycles).The number of thermal cycles for the Loss of Feedwater Pump/Isolation Valves Close transient is 10cycles for 40 years of operation per Reference  
: 9. However, there are three internal cycles within themain transient, the last of which occurs after an indefinite time and can be bounded by the TGT-SCRAM transient.
Therefore, only the first two internal cycles are considered for the Loss of Feedwater Pump/Isolation Valves Close transient, which amounts to 20 cycles for 40 years of operation (10 cyclesx 2 internal cycles) and 30 cycles for 60 years of operation.
8.0 PROBABILISTIC FRACTURE MECHANICS EVALUATION The probabilistic evaluation is performed for the case of 25% inspection for the extended operating period (with zero inspection coverage conservatively assumed for the initial 40 years of operation).
8.0 PROBABILISTIC FRACTURE MECHANICS EVALUATION The probabilistic evaluation is performed for the case of 25% inspection for the extended operating period (with zero inspection coverage conservatively assumed for the initial 40 years of operation).
For the nozzle blend radius region, a nozzle blend radius crack model [15] was used in the probabilistic fracture mechanics evaluation for the reliability of the in-service inspection program.
For the nozzle blend radius region, a nozzle blend radius crack model [15] was used in the probabilistic fracture mechanics evaluation for the reliability of the in-service inspection program. For this location and crack model, the applicable stress is the stress perpendicular to any path cut along the nozzle longitudinal axis (nozzle hoop stress).For the nozzle-to-vessel shell weld, either a circumferential or an axial crack could be initiated due to either component fabrication (i.e. considering only welding process) or stress corrosion cracking.
For this locationand crack model, the applicable stress is the stress perpendicular to any path cut along the nozzlelongitudinal axis (nozzle hoop stress).For the nozzle-to-vessel shell weld, either a circumferential or an axial crack could be initiated due toeither component fabrication (i.e. considering only welding process) or stress corrosion cracking.
From Reference
FromReference
[3], it is shown that the probability of failure for a circumferential crack is much less than an axial crack, due to the difference in the stress (hoop versus axial) and the influence function of the crack model. Therefore, the probabilistic fracture mechanics evaluation for the nozzle and vessel shell weld would concentrate on the axial crack. An axial elliptical crack model with a crack aspect ratio of a/l =0.2 is used in the evaluation for the nozzle-to-vessel shell weld. The inspection PoD curve is the user input of Figure 42 of Reference  
[3], it is shown that the probability of failure for a circumferential crack is much less than anaxial crack, due to the difference in the stress (hoop versus axial) and the influence function of the crackmodel. Therefore, the probabilistic fracture mechanics evaluation for the nozzle and vessel shell weldwould concentrate on the axial crack. An axial elliptical crack model with a crack aspect ratio of a/l =0.2 is used in the evaluation for the nozzle-to-vessel shell weld. The inspection PoD curve is the userinput of Figure 42 of Reference  
[12], with an inspection interval every 10 years. The calculation of stress intensity factor is at the deepest point of the crack.The analyses are performed using VIPERNOZ, a modified version of the program VIPER, [4], with the modifications as described in Section 3.0. The number of simulations is 5 million.9.0 RESULTS OF ANALYSES The reliability evaluation is presented using plant specific inspection coverage.
[12], with an inspection interval every 10 years. The calculation ofstress intensity factor is at the deepest point of the crack.The analyses are performed using VIPERNOZ, a modified version of the program VIPER, [4], with themodifications as described in Section 3.0. The number of simulations is 5 million.9.0 RESULTS OF ANALYSESThe reliability evaluation is presented using plant specific inspection coverage.
The probabilities of failure (PoF) from the limiting Low Temperature Overpressure (LTOP) events and Normal Operating Conditions are summarized in Table 2. The in-service inspection of 25% inspection for the extended operating term (with zero inspection coverage for the initial 40 years of operation) is used at both the nozzle blend radius as well as the nozzle-to-shell weld.File No.: 1400187.302 Page 7 of 11 Revision:
The probabilities offailure (PoF) from the limiting Low Temperature Overpressure (LTOP) events and Normal Operating Conditions are summarized in Table 2. The in-service inspection of 25% inspection for the extendedoperating term (with zero inspection coverage for the initial 40 years of operation) is used at both thenozzle blend radius as well as the nozzle-to-shell weld.File No.: 1400187.302 Page 7 of 11Revision:
2 F0306-01R2 rStructural Integrity Associates, Inc!
2F0306-01R2 rStructural Integrity Associates, Inc!


==10.0 CONCLUSION==
==10.0 CONCLUSION==
S The probability of failure per reactor year for the nozzle-to-shell-weld and nozzle blend radii in thelimiting NI nozzle at LaSalle Unit 2 is below the criteria of 5 x 10-6 per year [17]. The LaSalleN1 nozzles still meet the acceptable failure probability considering 60 year thermal cycles and theelevated fluence level of the N6 nozzles.
S The probability of failure per reactor year for the nozzle-to-shell-weld and nozzle blend radii in the limiting NI nozzle at LaSalle Unit 2 is below the criteria of 5 x 10-6 per year [17]. The LaSalleN1 nozzles still meet the acceptable failure probability considering 60 year thermal cycles and theelevated fluence level of the N6 nozzles. Therefore, N1, N2, N3, N5, N6, N7, N8, N9, N16, and N18 nozzles at LaSalle Units 1 and 2 still qualify for reduced inspection using ASME Code Case N-702 to the end of the period of extended operation (60 years of operation).
Therefore, N1, N2, N3, N5, N6, N7, N8, N9, N16, and N18 nozzles atLaSalle Units 1 and 2 still qualify for reduced inspection using ASME Code Case N-702 to the end ofthe period of extended operation (60 years of operation).
File No.: 1400187.302 Revision:
File No.: 1400187.302 Revision:
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2 Page 8 of II F0306-01R2 CStructural Integrity Associates, Inc!


==11.0 REFERENCES==
==11.0 REFERENCES==
: 1. Code Case N-702, "Alternative Requirements for Boiling Water Reactor (BWR) Nozzle InnerRadius and Nozzle-to-Shell Welds, Section XI, Division 1," February 20, 2004.2. BWRVIP-241:
: 1. Code Case N-702, "Alternative Requirements for Boiling Water Reactor (BWR) Nozzle Inner Radius and Nozzle-to-Shell Welds, Section XI, Division 1," February 20, 2004.2. BWRVIP-241:
BWR Vessel Internal  
BWR Vessel Internal Project, Probabilistic Fracture Mechanics Evaluation for the Boiling Water Reactor Nozzle-to-Vessel Shell Welds and Nozzle Blend Radii, EPRI, Palo Alto, CA. 1021005. EPRI PROPRIETARY INFORMATION.
: Project, Probabilistic Fracture Mechanics Evaluation for the BoilingWater Reactor Nozzle-to-Vessel Shell Welds and Nozzle Blend Radii, EPRI, Palo Alto, CA. 1021005.
: 3. BWRVIP Report, "BWR Reactor Pressure Vessel Shell Weld Inspection Recommendations (BWRVIP-05)," Electric Power Research Institute TR-105697, September 1995. EPRI PROPRIETARY INFORMATION.
EPRIPROPRIETARY INFORMATION.
: 4. VIPER, Vessel Inspection Program Evaluation for Reliability, Version 1.2 (1/5/98), Structural Integrity Associates.
: 3. BWRVIP Report, "BWR Reactor Pressure Vessel Shell Weld Inspection Recommendations (BWRVIP-05),"
: 5. Safety Evaluation of Proprietary EPRI Report, "BWR Vessel and Internal Project, Technical Basis for the Reduction of Inspection Requirements for the Boiling Water Reactor Nozzle-to-Vessel Shell Welds and Nozzle Inner Radius (BWRVIP-108)," December 19, 2007.6. B WR VIP-108NP:
Electric Power Research Institute TR-105697, September 1995. EPRI PROPRIETARY INFORMATION.
B WR Vessel and Internals Project, Technical Basis for the Reduction of Inspection Requirements for the Boiling Water Reactor Nozzle-to-Vessel Shell Welds and Nozzle Blend Radii.EPRI, Palo Alto, CA: 2007. 1016123 7. GE Drawing, "Recirculation Outlet Nozzle NI," LaSalle II MPL# B13-D003, SI File No.1400187.202.
: 4. VIPER, Vessel Inspection Program Evaluation for Reliability, Version 1.2 (1/5/98),
: 8. SI Calculation Package, "Finite Element Model Development and Thermal Mechanical Stress Analyses for the Unit 2 NI Nozzle," Revision 0, SI File Number 1400187.301.
Structural Integrity Associates.
: 9. Thermal Cycle Diagrams a. General Electric Drawing Number 158B8136, Sheet 1, Revision 6, "Reactor Vessel Nozzle Thermal Cycles," SI File No. 1400187.207
: 5. Safety Evaluation of Proprietary EPRI Report, "BWR Vessel and Internal  
: b. General Electric Drawing Number 73 1E776, Sheets 1 and 2, Revision 3, "Reactor Vessel Thermal Cycles," LaSalle Unit 1, SI File No. 1400187.205
: Project, Technical Basisfor the Reduction of Inspection Requirements for the Boiling Water Reactor Nozzle-to-Vessel ShellWelds and Nozzle Inner Radius (BWRVIP-108),"
: c. General Electric Drawing Number 761E581, Sheets I and 2, Revision 1, "Reactor Vessel Thermal Cycles," LaSalle Unit 2, SI File No. 1400187.206.
December 19, 2007.6. B WR VIP-108NP:
: 10. ASME Boiler and Pressure Vessel Code, Section XI, Rules for In-Service Inspection of Nuclear Power Plant Components, 2007 Edition with 2008 Addenda.11. EXL-LSA-001-R-003, "LaSalle County Generating Station Unit 2 Reactor Pressure Vessel Fluence Evaluation at End of Cycle 15 with Projections to 32 and 54 EFPY," Revision 0, SI File Number 1400187.209.
B WR Vessel and Internals  
: 12. Regulatory Guide 1.99, "Radiation Embrittlement of Reactor Vessel Materials," Revision 2, May 1988..13. Bamford, W. H., "Application of corrosion fatigue crack growth rate data to integrity analyses of nuclear reactor vessels," Journal of Engineering Materials and Technology, Vol. 101, 1979.File No.: 1400187.302 Page 9 of I I Revision:
: Project, Technical Basis for the Reduction of Inspection Requirements for the Boiling Water Reactor Nozzle-to-Vessel Shell Welds and Nozzle Blend Radii.EPRI, Palo Alto, CA: 2007. 10161237. GE Drawing, "Recirculation Outlet Nozzle NI," LaSalle II MPL# B13-D003, SI File No.1400187.202.
2 F0306-01 R2 CStructural Integrity Associates, Inc!14. EPRI Memo 2012-138, "BWRVIP Support of ASME Code Case N-702 Inservice Inspection Relief," From Chuck Wirtz to All BWRVIP Committee Members, August 31, 2012.15. ASME publication, "Fracture Mechanics Analysis of JAERI Model Pressure Vessel Test," S.A.Delvin and P C. Ricardella, 78-PVP-91..
: 8. SI Calculation  
: 16. BWRVIP-173-A: "Evaluation of Chemistry Data for BWR Vessel Nozzle Forging Materials," EPRI, Palo Alto, CA, 2011, 1022835, SI File Number BWRVIP-173-A.
: Package, "Finite Element Model Development and Thermal Mechanical StressAnalyses for the Unit 2 NI Nozzle,"
Revision 0, SI File Number 1400187.301.
: 9. Thermal Cycle Diagramsa. General Electric Drawing Number 158B8136, Sheet 1, Revision 6, "Reactor Vessel NozzleThermal Cycles,"
SI File No. 1400187.207
: b. General Electric Drawing Number 73 1E776, Sheets 1 and 2, Revision 3, "Reactor VesselThermal Cycles,"
LaSalle Unit 1, SI File No. 1400187.205
: c. General Electric Drawing Number 761E581, Sheets I and 2, Revision 1, "Reactor VesselThermal Cycles,"
LaSalle Unit 2, SI File No. 1400187.206.
: 10. ASME Boiler and Pressure Vessel Code, Section XI, Rules for In-Service Inspection of NuclearPower Plant Components, 2007 Edition with 2008 Addenda.11. EXL-LSA-001-R-003, "LaSalle County Generating Station Unit 2 Reactor Pressure Vessel FluenceEvaluation at End of Cycle 15 with Projections to 32 and 54 EFPY," Revision 0, SI File Number1400187.209.
: 12. Regulatory Guide 1.99, "Radiation Embrittlement of Reactor Vessel Materials,"
Revision 2, May1988..13. Bamford, W. H., "Application of corrosion fatigue crack growth rate data to integrity analyses ofnuclear reactor vessels,"
Journal of Engineering Materials and Technology, Vol. 101, 1979.File No.: 1400187.302 Page 9 of I IRevision:
2F0306-01 R2 CStructural Integrity Associates, Inc!14. EPRI Memo 2012-138, "BWRVIP Support of ASME Code Case N-702 Inservice Inspection Relief,"From Chuck Wirtz to All BWRVIP Committee  
: Members, August 31, 2012.15. ASME publication, "Fracture Mechanics Analysis of JAERI Model Pressure Vessel Test," S.A.Delvin and P C. Ricardella, 78-PVP-91..
: 16. BWRVIP-173-A:  
"Evaluation of Chemistry Data for BWR Vessel Nozzle Forging Materials,"
EPRI,Palo Alto, CA, 2011, 1022835, SI File Number BWRVIP-173-A.
EPRI PROPRIETARY INFORMATION.
EPRI PROPRIETARY INFORMATION.
: 17. Technical Basis for Revision of Pressurized Thermal Shock (PTS) Screening Limit in the PTS Rule(10 CFR 50.61), NUREG-1806, Vol. 1, August 2007.File No.: 1400187.302 Revision:
: 17. Technical Basis for Revision of Pressurized Thermal Shock (PTS) Screening Limit in the PTS Rule (10 CFR 50.61), NUREG-1806, Vol. 1, August 2007.File No.: 1400187.302 Revision:
2Page 10 of I IF0306-01R2 CStructural Integrity Associates, Inc!Table 1: LaSalle Weld Chemistry Mean Chemistry
2 Page 10 of I I F0306-01R2 CStructural Integrity Associates, Inc!Table 1: LaSalle Weld Chemistry Mean Chemistry%Cu I %Niý1 Nozzle-to-shell-weld Im No I In no 0 INI Nozzle Forging Blend Radius Note: %Cu and %Ni were obtained from Reference 2, Table 5-1.Table 2: Probability of Failure Results Summary PoF per year from PoF per year from Maximum PoF per LTOP events for 25% Normal Operating year [171 In-Service Inspection Condition for 25% In-for period of Extended Service Inspection for Operation (Zero period of Extended inspection for initial Operation (Zero 40 years)* inspection for initial 40 years)Nozzle Blend Radii 1.4 x 10-9 4.2 x 10-7 5.OE-6 Nozzle-to-shell-weld  
%Cu I %Niý1 Nozzle-to-shell-weld Im No IIn no 0INI Nozzle Forging Blend RadiusNote: %Cu and %Ni were obtained from Reference 2, Table 5-1.Table 2: Probability of Failure Results SummaryPoF per year from PoF per year from Maximum PoF perLTOP events for 25% Normal Operating year [171In-Service Inspection Condition for 25% In-for period of Extended Service Inspection forOperation (Zero period of Extendedinspection for initial Operation (Zero40 years)* inspection for initial40 years)Nozzle Blend Radii 1.4 x 10-9 4.2 x 10-7 5.OE-6Nozzle-to-shell-weld  
<<2.0 x 10-10 3.3 x 10-9 5.OE-6*Note: Values include 1 x 10' probability of LTOP event occurrence.
<<2.0 x 10-10 3.3 x 10-9 5.OE-6*Note: Values include 1 x 10' probability of LTOP event occurrence.
File No.: 1400187.302 Revision:
File No.: 1400187.302 Revision:
2Page 11 of 11F0306-01R2 CStructural Integrity Associates, Inc.!APPENDIX ALIST OF SUPPORTING FILESFile No.: 1400187.302 Revision:
2 Page 11 of 11 F0306-01R2 CStructural Integrity Associates, Inc.!APPENDIX A LIST OF SUPPORTING FILES File No.: 1400187.302 Revision:
2Page A- I of A-2F0306-OIRI CStructural Integrity Associates, Inc!File Name Description LCNS_Blend_pl.INP VIPERNOZ input file for Path I at nozzle blend radii.LCNS _Blendcp3.1NP VIPERNOZ input file for Path 3 at nozzle blend radii.LCNS _Weldp2.1NP VIPERNOZ input file for Path 2 at nozzle-to-shell-weld.
2 Page A- I of A-2 F0306-OIRI CStructural Integrity Associates, Inc!File Name Description LCNS_Blend_pl.INP VIPERNOZ input file for Path I at nozzle blend radii.LCNS _Blendcp3.1NP VIPERNOZ input file for Path 3 at nozzle blend radii.LCNS _Weldp2.1NP VIPERNOZ input file for Path 2 at nozzle-to-shell-weld.
LCNS _Weld-p4.INP VIPERNOZ input file for Path 4 at nozzle-to-shell-weld.
LCNS _Weld-p4.INP VIPERNOZ input file for Path 4 at nozzle-to-shell-weld.
LCNS _Blendpl.OUT VIPERNOZ output file for Path 1 at nozzle blend radii.LCNS _Blend-p3.OUT VIPERNOZ output file for Path 3 at nozzle blend radii.LCNS _Weldp2.OUT VIPERNOZ output file for Path 2 at nozzle-to-shell-weld.
LCNS _Blendpl.OUT VIPERNOZ output file for Path 1 at nozzle blend radii.LCNS _Blend-p3.OUT VIPERNOZ output file for Path 3 at nozzle blend radii.LCNS _Weldp2.OUT VIPERNOZ output file for Path 2 at nozzle-to-shell-weld.
LCNS _Weld-p4.OUT VIPERNOZ output file for Path 4 at nozzle-to-shell-weld.
LCNS _Weld-p4.OUT VIPERNOZ output file for Path 4 at nozzle-to-shell-weld.
VIPERNOZv2.EXE VIPERNOZ executable programISPCTPOD.EXE VIPERNOZ probability of detection curve input fileFLWDSTRB.EXE VIPERNOZ flaw size distribution curve input fileFile No.: 1400187.302 Revision:
VIPERNOZv2.EXE VIPERNOZ executable program ISPCTPOD.EXE VIPERNOZ probability of detection curve input file FLWDSTRB.EXE VIPERNOZ flaw size distribution curve input file File No.: 1400187.302 Revision:
2Page A-2 of A-2F0306-OIRI}}
2 Page A-2 of A-2 F0306-OIRI}}

Revision as of 03:01, 9 July 2018

LaSalle County, Units 1 and 2 - Attachment 6, File No. 1400187.302, Revision 2, Probability of Failure for LaSalle Unit 2 N1 Nozzle-to-Shell-Welds and Nozzle Blend Radii Regions
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ATTACHMENT 6 Structural Integrity Associates, Inc. Report File No. 1400187.302, Revision 2 Probability of Failure for LaSalle Unit 2 N1 Nozzle-to-Shell-Welds and Nozzle Blend Radii Regions (Non-Proprietary) 13 pages follow V Structural Integrity Associates, Inc." File No.: 1400187.302

!C S Project No.: 1400187 CALCULATION PACKAGE Quality Program: Z Nuclear [] Commercial PROJECT NAME: LaSalle N702 Relief Request for 60 Years CONTRACT NO.: 00517760, Rev 4 CLIENT: PLANT: Exelon Generation Company LLC LaSalle County Generating Station, Units 1 and 2 CALCULATION TITLE: Probability of Failure for LaSalle Unit 2 Ni Nozzle-to-Shell-Welds and Nozzle Blend Radii Regions NOTE: This document contains vendor proprietary information.

Such information has been redacted for public release of this document.Document Affected Project Manager Preparer(s)

&Revision Pages Revision Description Approval Checker(s)

Signature

& Date Signatures

& Date 0 1 -11 Initial Issue A-I -A-2 Jim Wu 8/8/14 Wilson Wong 8/8/14 Wilson Wong 8/8/14 1 1 -11 Revised Proprietary Jim Wu A-1 -A-2 Markings Wilson Wong 2/6/15 2/6/15 Wilson Wong 2/6/15 2 3,5,7 Editorial changes and AQ.r" K/q -Revised Proprietary Wi Markings Wilson Wong Wilson Wong 5/6/15 5/6/15 Jim Wu 5/6/15 Page 1 of 11 F0306-01 R2 CStructural Integrity Associates, Inc!Table of Contents

1.0 INTRODUCTION

.....................................................................................................

3 2.0 METHODOLOGY

..................................................................................................

3 3.0 SOFTWARE MODIFICATIONS

..........................................................................

3 4.0 A SSU M PT IO N S ........................................................................................................

4 5.0 D E SIG N IN PU T .......................................................................................................

5 6.0 FATIGUE CRACK GROWTH ................................................................................

5 7.0 STRESS RESULTS AND FATIGUE CYCLE LOADINGS ..................................

6 8.0 PROBABILISTIC FRACTURE MECHANICS EVALUATION

...........................

7 9.0 RESULTS OF ANALYSES ....................................................................................

7 10.0 C O N C LU SIO N S .......................................................................................................

8 11.0 R E FE R E N C E S .........................................................................................................

9 APPENDIX A LIST OF SUPPORTING FILES .............................................................

A-1 List of Tables Table 1: LaSalle Weld Chemistry

...........................................................................................

11 Table 2: Probability of Failure Results Summary ..................................................................

11 File No.: 1400187.302 Revision:

2 Page 2 of 11 F0306-01R2 CStructural Integrity Associates, Inc!

1.0 INTRODUCTION

Structural Integrity Associates (SIA) is contracted by Exelon to perform a plant specific analysis to request inspection relief for the current licensing period per ASME Boiler and Pressure Vessel Code Case N-702[1], and to the end of the period of extended operation (60 years of operation) for the LaSalle County Generating Station (LGS) RPV nozzles. LaSalle intends to extend their existing relief request for Itis also stated in Section 2 of Reference 2 that "It should be noted that only the recirculation inlet and outlet nozzles need to be checked because the P(FIE)s (Conditional probability of failure from event F due to event E) for other nozzles are an order of magnitude lower." SIA concluded that the N I nozzle of Unit 2 is the bounding nozzle since it is the only nozzle violating the condition 4 requirements set forth by BWRVIP-241 [2]. To address the elevated fluence issue of certain nozzles in the belt-line region of the RPV, a bounding approach is used to qualify all of the indicated nozzles for both units by analyzing the Unit 2 NI nozzle using the fluence level from the N6 nozzle (peak fluence at end of the period of extended operation) since N6 nozzle is located in the belt-line region and has the bounding fluence among all indicated nozzles.The intent of this analysis is to confirm that the NI nozzles meet the applicable acceptance criteria considering the elevated fluence level, thus qualifying all nozzles identified above. The evaluation consists of two parts: Finite Element Model (FEM) Stress Analysis and Probabilistic Fracture Mechanics (PFM) Analysis.

This calculation package documents the PFM analysis while a previous calculation package [8] documented the stress analysis.2.0 METHODOLOGY The approach used for this evaluation is consistent with the methodology presented in Reference 3 and 5. A Monte Carlo simulation is performed using a variant of the program VIPER [4] with some modifications as described in the following sections.

The VIPER program was developed as part of the program in Reference

[3] for the Boiling Water Reactor (BWR) reactor pressure vessel (RPV) shell weld inspection recommendations.

The software was modified into a separate edition, identified as VIPERNOZ, for use in this evaluation.

The detailed description of the methodology incorporated in the VIPER/VIPERNOZ program is documented in References

[3] and [5].3.0 SOFTWARE MODIFICATIONS Several modifications were made to VIPER in order to include the capability to perform the evaluation for nozzle blend radii. The modifications are: 1. Include fatigue crack growth analysis, 2. Option to perform stress corrosion crack growth and/or fatigue crack growth, File No.: 1400187.302 Page 3 of 11 Revision:

2 F0306-01R2 CStructural Integrity Associates, Inc!3. User defined flaw size distribution, 4. User defined probability of detection (PoD) curves for inspection, 5. User defined event occurrence time, 6. User defined distribution for selected random parameters, 7. User input number of printout for failed and non-failed vessels, 8. The constant for margin term for upper bound values of adjusted reference temperature required by Appendix G to 10 CFR Part 50 is a user input, 9. Pre-service inspection is eliminated, 10. Initial flaw size to include clad thickness is a user option, 11. Improvement in data structure for analysis results.The modified software for this project is identified as VIPERNOZ to distinguish from the original VIPER software in Reference

[3]. Note that the VIPERNOZ computer program is the same program used in the BWRVIP- 108NP report that was accepted by the NRC in their SER [5].4.0 ASSUMPTIONS The following assumptions used in the evaluation are consistent with those listed in References

[2] and[5]: 3. The flaw size distribution, PVRUF, is assumed to be as shown in Figure 5-4 of Reference

[6].5. Lower bound constant upper shelf fracture toughness is set to 200 with a standard deviation of 30 ksi'Iin for un-irradiated material based on the SER report. For irradiated material the VIPERNOZ program will make the necessary adjustment based on fluence and Initial RTNDT inputs using guidance from RG 1.99 [12].6. Standard deviation of the mean Kic is set to 15 percent of the mean value of the Kic per the SER report [5].7. All chemistry information from NI nozzle-to-shell weld and nozzle blend radii was conservatively taken from BWRVIP-241 fleet bounding data. [2]8. Peak fluence from the Unit 2 N6 nozzles at the belt line region will conservatively be used for the NI nozzle-to-shell weld and nozzle blend radii.File No.: 1400187.302 Page 4 of I I Revision:

2 F0306-01 R2 CStructural Integrity Associates, Inc!5.0 DESIGN INPUT The LaSalle plant specific input is described below." Vessel Wall Thickness at the weld = 6.5625" (excluding clad) [7]* Vessel Wall Thickness through the Blend = 10.4626" (excluding clad) [Path 3, 8]" Vessel Wall Thickness through the Blend = 11.2653" (excluding clad) [Path 1, 8]* Vessel Inner Radius = 126.6875" (excluding clad) [7]* Vessel Clad Thickness at Blend = 0.1875" [7]" Vessel Clad Thickness at Weld = 0.1875" [7]* Vessel Operating Temperature

= 528°F [9]* Vessel Hydro Testing Temperature

= 100'F [9]* Operating Pressure = 1050 psig [9]* Pressure during Bounding Transient

= 1180 psig [9]" End of Life Fluence (54 EFPY/60 years) for N6 Forging at Unit 2= 5.36 x1017 n/cm 2 [Table 7-9, 11]* Mean Initial RTndt / standard deviation at Blend Radius" Mean Initial RTndt / standard deviation at the RPV Weld The weld chemistry is taken from Reference 2 and presented in Table 1.All random variables are summarized in Table 2 of Reference

[12]. Most of the input is obtained from Reference

[3], except standard deviation for %Cu and %Ni for nozzle blend radii and nozzle-to-shell weld. For nozzle blend radii, these inputs are equal to 0.04407 (Calculated based on Figure 3-1 and 3-2 6.0 FATIGUE CRACK GROWTH The fatigue data for SA-533 Grade B Class I and SA-508 Class 2 in a reactor water environment are reported in Reference

[13] for weld metal testing at R = 0.2 and 0.7. To produce a fatigue crack growth law and distribution for the VIPERNOZ software, the data for R= 0.7 was fitted into a form of Paris Law. The R= 0.7 fatigue crack growth law was chosen for conservatism.

The curve fit results of the mean fatigue crack growth law is presented with the Paris Law shown as follows: File No.: 1400187.302 Revision:

2 Page 5 of 11 F0306-01R2 CStructural Integrity Associates, Inc.da= 3.817

  • 10_9 (AK)2.9 2 7 (1)dn where a = crack depth, in n = cycle AK = Kmax -Kmm, ksi-in 0 5 A comparison to the ASME Section XI [10] fatigue crack growth law in a reactor water environment is documented in Reference

[13]. It shows a reasonable comparison where the ASME Section XI law is more conservative on growth rate at high AK.Using the rank ordered residual plot, it was shown that a Weibull distribution was more representative for the data. The Weibull residual plot with the linear curve fit of the data is shown below: y = -0.3712 + 4.15x (2)where y = ln(ln(1/(1-F))

x = ln((da/dn)actuai/(da/dn)mean)

F = cumulative probability distribution Per 10CFR 50.55a, the NRC have placed additional, more limiting requirements on the Section XI fatigue crack growth (FCG) in Appendix A for negative R ratios. Since Reference 14 has concluded that the main contributing factor of crack growth is SCC and that fatigue crack growth is negligible, the effect of FCG due to negative R ratios need not be addressed.

7.0 STRESS RESULTS AND FATIGUE CYCLE LOADINGS The stress analyses for the nozzle-to-shell weld and the nozzle blend radius for the Unit 2 NI nozzle are presented in Reference

[8]. The stress analyses were performed for unit pressure and bounding normal and upset thermal transients (Loss of Feedwater Pumps/Isolation Valves Close) for the NI nozzle. The azimuthal locations evaluated were 0' and 900, which also represent the symmetric un-modeled 1800 and 2700 locations of the nozzle. Two through-wall sections were selected.

One is at the location of the weld between the RPV and nozzle and the other is at the blend radius location of the nozzle.The bounding load cases analyzed for the NI nozzle include: 1. Unit pressure 2. Turbine Generator Trip-SCRAM (TGT-SCRAM)

3. Loss of Feedwater Pumps/Isolation Valves Close For the thermal transients, the through-wall stress profiles that produce the largest stress ranges for thermal fatigue crack growth are presented and used in the evaluation.

The number of thermal cycles for the TGT-SCRAM transient are considered to be the total number of cycles for all normal and upset conditions that involve temperature/

pressure changes in region B of the reactor vessel (754 cycles per Reference 9 for 40 years of operation and approximately 1131 cycles for File No.: 1400187.302 Page 6 of 11 Revision:

2 F0306-01R2 CStructural Integrity Associates, Inc!60 years of operation, or 189 cycles for each block of 10 years of operation) for conservatism.

Specifically, transients considered were: Design Test (130 cycles), Start Up (117 Cycles), Loss of Feedwater Heater (80 Cycles), SCRAM (180 Cycles), Shut Down Vessel Flooding (111 Cycles), Unbolt (123 Cycles), Loss of Feedwater Pump/Isolation Valves Close (10 Cycles), and Natural Circulation Start Up (3 Cycles).The number of thermal cycles for the Loss of Feedwater Pump/Isolation Valves Close transient is 10 cycles for 40 years of operation per Reference

9. However, there are three internal cycles within the main transient, the last of which occurs after an indefinite time and can be bounded by the TGT-SCRAM transient.

Therefore, only the first two internal cycles are considered for the Loss of Feedwater Pump/Isolation Valves Close transient, which amounts to 20 cycles for 40 years of operation (10 cycles x 2 internal cycles) and 30 cycles for 60 years of operation.

8.0 PROBABILISTIC FRACTURE MECHANICS EVALUATION The probabilistic evaluation is performed for the case of 25% inspection for the extended operating period (with zero inspection coverage conservatively assumed for the initial 40 years of operation).

For the nozzle blend radius region, a nozzle blend radius crack model [15] was used in the probabilistic fracture mechanics evaluation for the reliability of the in-service inspection program. For this location and crack model, the applicable stress is the stress perpendicular to any path cut along the nozzle longitudinal axis (nozzle hoop stress).For the nozzle-to-vessel shell weld, either a circumferential or an axial crack could be initiated due to either component fabrication (i.e. considering only welding process) or stress corrosion cracking.

From Reference

[3], it is shown that the probability of failure for a circumferential crack is much less than an axial crack, due to the difference in the stress (hoop versus axial) and the influence function of the crack model. Therefore, the probabilistic fracture mechanics evaluation for the nozzle and vessel shell weld would concentrate on the axial crack. An axial elliptical crack model with a crack aspect ratio of a/l =0.2 is used in the evaluation for the nozzle-to-vessel shell weld. The inspection PoD curve is the user input of Figure 42 of Reference

[12], with an inspection interval every 10 years. The calculation of stress intensity factor is at the deepest point of the crack.The analyses are performed using VIPERNOZ, a modified version of the program VIPER, [4], with the modifications as described in Section 3.0. The number of simulations is 5 million.9.0 RESULTS OF ANALYSES The reliability evaluation is presented using plant specific inspection coverage.

The probabilities of failure (PoF) from the limiting Low Temperature Overpressure (LTOP) events and Normal Operating Conditions are summarized in Table 2. The in-service inspection of 25% inspection for the extended operating term (with zero inspection coverage for the initial 40 years of operation) is used at both the nozzle blend radius as well as the nozzle-to-shell weld.File No.: 1400187.302 Page 7 of 11 Revision:

2 F0306-01R2 rStructural Integrity Associates, Inc!

10.0 CONCLUSION

S The probability of failure per reactor year for the nozzle-to-shell-weld and nozzle blend radii in the limiting NI nozzle at LaSalle Unit 2 is below the criteria of 5 x 10-6 per year [17]. The LaSalleN1 nozzles still meet the acceptable failure probability considering 60 year thermal cycles and theelevated fluence level of the N6 nozzles. Therefore, N1, N2, N3, N5, N6, N7, N8, N9, N16, and N18 nozzles at LaSalle Units 1 and 2 still qualify for reduced inspection using ASME Code Case N-702 to the end of the period of extended operation (60 years of operation).

File No.: 1400187.302 Revision:

2 Page 8 of II F0306-01R2 CStructural Integrity Associates, Inc!

11.0 REFERENCES

1. Code Case N-702, "Alternative Requirements for Boiling Water Reactor (BWR) Nozzle Inner Radius and Nozzle-to-Shell Welds,Section XI, Division 1," February 20, 2004.2. BWRVIP-241:

BWR Vessel Internal Project, Probabilistic Fracture Mechanics Evaluation for the Boiling Water Reactor Nozzle-to-Vessel Shell Welds and Nozzle Blend Radii, EPRI, Palo Alto, CA. 1021005. EPRI PROPRIETARY INFORMATION.

3. BWRVIP Report, "BWR Reactor Pressure Vessel Shell Weld Inspection Recommendations (BWRVIP-05)," Electric Power Research Institute TR-105697, September 1995. EPRI PROPRIETARY INFORMATION.
4. VIPER, Vessel Inspection Program Evaluation for Reliability, Version 1.2 (1/5/98), Structural Integrity Associates.
5. Safety Evaluation of Proprietary EPRI Report, "BWR Vessel and Internal Project, Technical Basis for the Reduction of Inspection Requirements for the Boiling Water Reactor Nozzle-to-Vessel Shell Welds and Nozzle Inner Radius (BWRVIP-108)," December 19, 2007.6. B WR VIP-108NP:

B WR Vessel and Internals Project, Technical Basis for the Reduction of Inspection Requirements for the Boiling Water Reactor Nozzle-to-Vessel Shell Welds and Nozzle Blend Radii.EPRI, Palo Alto, CA: 2007. 1016123 7. GE Drawing, "Recirculation Outlet Nozzle NI," LaSalle II MPL# B13-D003, SI File No.1400187.202.

8. SI Calculation Package, "Finite Element Model Development and Thermal Mechanical Stress Analyses for the Unit 2 NI Nozzle," Revision 0, SI File Number 1400187.301.
9. Thermal Cycle Diagrams a. General Electric Drawing Number 158B8136, Sheet 1, Revision 6, "Reactor Vessel Nozzle Thermal Cycles," SI File No. 1400187.207
b. General Electric Drawing Number 73 1E776, Sheets 1 and 2, Revision 3, "Reactor Vessel Thermal Cycles," LaSalle Unit 1, SI File No. 1400187.205
c. General Electric Drawing Number 761E581, Sheets I and 2, Revision 1, "Reactor Vessel Thermal Cycles," LaSalle Unit 2, SI File No. 1400187.206.
10. ASME Boiler and Pressure Vessel Code,Section XI, Rules for In-Service Inspection of Nuclear Power Plant Components, 2007 Edition with 2008 Addenda.11. EXL-LSA-001-R-003, "LaSalle County Generating Station Unit 2 Reactor Pressure Vessel Fluence Evaluation at End of Cycle 15 with Projections to 32 and 54 EFPY," Revision 0, SI File Number 1400187.209.
12. Regulatory Guide 1.99, "Radiation Embrittlement of Reactor Vessel Materials," Revision 2, May 1988..13. Bamford, W. H., "Application of corrosion fatigue crack growth rate data to integrity analyses of nuclear reactor vessels," Journal of Engineering Materials and Technology, Vol. 101, 1979.File No.: 1400187.302 Page 9 of I I Revision:

2 F0306-01 R2 CStructural Integrity Associates, Inc!14. EPRI Memo 2012-138, "BWRVIP Support of ASME Code Case N-702 Inservice Inspection Relief," From Chuck Wirtz to All BWRVIP Committee Members, August 31, 2012.15. ASME publication, "Fracture Mechanics Analysis of JAERI Model Pressure Vessel Test," S.A.Delvin and P C. Ricardella, 78-PVP-91..

16. BWRVIP-173-A: "Evaluation of Chemistry Data for BWR Vessel Nozzle Forging Materials," EPRI, Palo Alto, CA, 2011, 1022835, SI File Number BWRVIP-173-A.

EPRI PROPRIETARY INFORMATION.

17. Technical Basis for Revision of Pressurized Thermal Shock (PTS) Screening Limit in the PTS Rule (10 CFR 50.61), NUREG-1806, Vol. 1, August 2007.File No.: 1400187.302 Revision:

2 Page 10 of I I F0306-01R2 CStructural Integrity Associates, Inc!Table 1: LaSalle Weld Chemistry Mean Chemistry%Cu I %Niý1 Nozzle-to-shell-weld Im No I In no 0 INI Nozzle Forging Blend Radius Note: %Cu and %Ni were obtained from Reference 2, Table 5-1.Table 2: Probability of Failure Results Summary PoF per year from PoF per year from Maximum PoF per LTOP events for 25% Normal Operating year [171 In-Service Inspection Condition for 25% In-for period of Extended Service Inspection for Operation (Zero period of Extended inspection for initial Operation (Zero 40 years)* inspection for initial 40 years)Nozzle Blend Radii 1.4 x 10-9 4.2 x 10-7 5.OE-6 Nozzle-to-shell-weld

<<2.0 x 10-10 3.3 x 10-9 5.OE-6*Note: Values include 1 x 10' probability of LTOP event occurrence.

File No.: 1400187.302 Revision:

2 Page 11 of 11 F0306-01R2 CStructural Integrity Associates, Inc.!APPENDIX A LIST OF SUPPORTING FILES File No.: 1400187.302 Revision:

2 Page A- I of A-2 F0306-OIRI CStructural Integrity Associates, Inc!File Name Description LCNS_Blend_pl.INP VIPERNOZ input file for Path I at nozzle blend radii.LCNS _Blendcp3.1NP VIPERNOZ input file for Path 3 at nozzle blend radii.LCNS _Weldp2.1NP VIPERNOZ input file for Path 2 at nozzle-to-shell-weld.

LCNS _Weld-p4.INP VIPERNOZ input file for Path 4 at nozzle-to-shell-weld.

LCNS _Blendpl.OUT VIPERNOZ output file for Path 1 at nozzle blend radii.LCNS _Blend-p3.OUT VIPERNOZ output file for Path 3 at nozzle blend radii.LCNS _Weldp2.OUT VIPERNOZ output file for Path 2 at nozzle-to-shell-weld.

LCNS _Weld-p4.OUT VIPERNOZ output file for Path 4 at nozzle-to-shell-weld.

VIPERNOZv2.EXE VIPERNOZ executable program ISPCTPOD.EXE VIPERNOZ probability of detection curve input file FLWDSTRB.EXE VIPERNOZ flaw size distribution curve input file File No.: 1400187.302 Revision:

2 Page A-2 of A-2 F0306-OIRI