ML20235G945
ML20235G945 | |
Person / Time | |
---|---|
Site: | Vogtle |
Issue date: | 01/31/1989 |
From: | Chang K WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP. |
To: | |
Shared Package | |
ML20011C539 | List: |
References | |
WCAP-12133, NUDOCS 8902230412 | |
Download: ML20235G945 (83) | |
Text
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!- WESTINGHOUSE CLASS 3 4
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l-Georgia Power /NRC Meeting - 1/24/89 Prepared by: 'K. C. Chang Plant Engineering Department January 1989 1
A' WESTINGHOUSE ELECTRIC CORPORATION Power Systems Business Unit P.O. Box 355 Pittsburgh, Pennsylvania 15230 l l
8902230412 890215 2 ,
PDR ADOCK 050004'5 ! ;;-
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l PRESSURIZER SURGE LINE STRATIFICATION UPDATE OF DESIGN TRANSIENTS l
STRESS ANALYSIS i d
ASME Ill FATIGUE USAGE FACTOR
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I PRESSURIZER SURGE LINE TRANSIENT DEVELOPMENT WITH STRATIFICATION l
o Design Documentation o Thermal Hydraulics of Stratification o Monitoring Programs i
o Operations Survey I
o Heat Transfer and Stress Analysis o Stratification Profiles o Transient Types o Heatup - Cooldown Transients !
o Design Transients w/ Stratification O
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, TRANSIENT DEVELOPMENT FLOW CHART a
SYSTEM DESIGN MONITORED INFORMATION DATA (1) (3)
STRATIFICATION HE AT TRANSFER
- EFFICTS CRITERIA - STRESS ANALYSl3 (2) (4) 8,C,e HISTORICAL DATA
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TRANSIENTS '
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o General Criteria Drwelop Sufficient Data to Characterize All Critical Operating Transients Heatup and Cooldown Most Critical Times (Continuous Monitorlag)
Temperature Data Needed:
o Characterize Temperature Profiles o Capture Transient Effects o Develop input for Structural Analysis o Externally Mounted RTD's/TC Used Displacement Needed:
o Check Potential interferences o Benchmark Structural Analysis o LVDT's (Lanyards) Used 3
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MONITORING PROGRAMS Plant-System Data Needed Obtain Actual Fluid Temperatures / Pressures Identify Critical System Operations Correlate Operations to Transients
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1 OPERATIONS SURVEY-
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o Summary of Plants Surveyed NO. OF YEARS OF OPERATION PLANT LOOPS (MAXIMUM)
V0GTLE 4 2 a,c.e l
o Reviewed Typical Heatup Cooldown Process o Reviewed Administrative / Tech Spec Limitations o Reviewed Historical Events and Time Durations
.- o Developed Heatup - Cooldown Profiles 21
__ - - - - - - - - - - - - - - - - - -a
STRATIFICATION PROFILES
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a,c e Surge Line Hot Cold Interface Locations 23
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1 TRANSIENT TYPES e
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TRANSIENT TYPES
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o Historical Data o Reviewed Records of Past Heatups and Cooldowns Obtained Maximum Press. - Hot Leg Temp Diff.
Approximate Time at Temp Plateaus O
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HEATUP - COOLDOWN TRANSIENTS o Transients Were Developed Based On:
Typical Heatup Cooldown Curves Envelope (Plus Margin) of Events (Transients) Monitored Historical Data on Temperature Plateaus a,c.e ;
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DESIGN TRANSIENTS WITH STRATIFICATION o Heatup and Cooldown Combined With Other Events-o Design Transient Criteria a,c.e l
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o input for Local and Structural Analysis Defined - Plus Nozzle o Striping Transients Defined to Consider Maximum Stratification Cycles Regardless of Range 29 I 1
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- SURGELINE TRANSIENTS'WITH' STRATIFICATION HEATUP (H)_AND C00LDOWN .(C) 200 CYCLES TOTAL. - a ,c.e JG
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SURGE'LINE TRANSIENTS WITH STRATIFICATION NORMAL AND UPSET TRANSIENT LIST
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SURGE LINE TRANSIENTS WITH STRATIFICATION NORMAL AND UPSET TRANSIENT LIST a.c,e 9
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I a,C,0 SURGE LINE TRANSIENTS - STRIPING LOADS FOR HEATUP (H) and C00LDOWN (C)
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1 CONCLUSIONS o All Current Design Transients Enveloped 1
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o Monitoring Programs From Plants Contained Sufficient Data to Develop Conservative understanding of Stratification o Operations Surveys Provided for' Interpretation of 1 onitored Results o Stratification Profiles Developed For Entire Line o Transient Types Developed l o Revised Design Transients Developed With Stratification l
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. PRESSURIZER SURGE LINE STRATIFICATION l
UPDATE OF DESIGN TRANSIENTS !
l STRESS ANALYSIS l
ASME lil FATIGUE USAGE FACTOR l O
FATIGUE CRACK GROWTH LEAK-BEFORE BREAK CONCLUSION i
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DETERMINATION OF THE EFFECTS OF THERMAL STRATIFICATION a,C,0 e
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Piping System Structural Analysis Local Stress Analysis Striping Stress Analysis O
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Figure 9 Bowing of Beams Subject to Top to Bottom Temperature Gradient 38
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1 TEMPERATURE. PROFILES IN PRESSURIZER SURGE LINE e - - a,c,e
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CONCLUSION - GLOBAL STRESS ANALYSIS l
e Temperature Profiles Established Through Parametric Study e Rigid Support H006 Replaced by Spring and Snubber to Reduce Support Loads e Eleven (11) Cases Analyzed to Calculate All Required Loading Conditions e Pressurizer Nozzle Loads Under Evaluation e Hot Leg Nozzle Loads Acceptable o Piping Stress Within Code Limits Using CMTR for Reducer
- e Stratification Loads on Support H002 Within Design Allowable
- e Pipe Movements to be Reviewed Against Clearance and Verified Duri.ng the Next Heatup 4
9 42
LCCAL STRESS CONSIDERATIONS O
o Stresses Due to Non-Linear Thermal Gradient o Striping t
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LOCAL STRESS - FINITE ELEMENT MODELS/ LOADING ;
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] Axial Locations 46
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HOT LEG NOZZLE STRESS ANALYSIS
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o Two 3-Dimensional Models Developed o Loading included Pressure Bending Moments Stratification o Stratification Profile Based on Observation During RCP
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LOCAL STRESS CONSERVATISM
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1 RESULTS ;
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_ a,c.e o Stress Profiles Developed for Pipe Cross-Section -'
l o Maximum Stresses Occur on inside Surface Near Interface-o Results Consistent with Theory o Stresses to be Combined with Structural Bending g . e a
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________ - ___ ____ ________________-________________]
PRESSURIZER-SURGE LINE STRATIFICATION
. THERMAL STRIPING ANALYSIS i
BACKGROUND:
Feedwater Line it 7#R's Flow Tests For L)'t RR Experimental Tests in Japan Mitsubishi Heavy industries, Ltd. ;
. Thermal Striping Affects ASME Fatigue Analysis
- Temperature Fluctuations at Boundary Thermal Discontinuity Stresses '
Usage Factor for Fatigue Life !
)
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D O
53
PRESSURIZER SURGE LINE STRATIFICATION
." THERMAL STRIPING ANALYSIS Factors Which Affect Striping Stress:
Fluid Temperature Delta T & Cycles Frequency of Oscillation Surface Film Coefficient Material Properties -
(Thermal Conductivity)
(Thermal Diffusivity)
. (Modulus of Elasticity)
, (Coefficient of Thermal Expansion)
Wall Thickness Thermal Striping Potential (a T Level vs. Time)
D 9
54
. PRESSURIZER SURGE LINE STRATIFICATION THERMAL STRIPING ANALYSIS 1
Therrnal Striping Stresses j d
o Peak Stress Range and Stress Intensity Calculated l Surface Nodes o Through Wall Stress at High Peak Stress Locations a,c,e O
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9 55 ,
PRESSURIZER SURGE LINE STRATIFICATION
~
- . THERMAL STRIPING ANALYSIS I
Conservatism:
o Striping Occurs at One Location o Surface Film Coefficient High & Constant Flow o Thermal Transient AT and Cycles O
C O
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l 56
i i
l Pressurizer Surge Line Stratification Thermal Striping i
^* 1 Boundary Between Hot & Cold Stratified Ft.sid Hot Fluid / See Detail 1
[ Boundary Between Hot & Coid
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.' Fluid Hot Fluid i h = 1.125 in.
A+ - ,Ct Cold Fluid Section A A Do i3 026954 027 9 -
+
57
a 4
e Pressurizer Surge Line Stratification Thermal Striaing th = 1.125 in h /
& o ,
O is Time r i T insulated g ii Outside Surface g
T Amphtude of Flued Temperature b Oscillation Versus Trne h - inside surface Heat Transfer Pipe Wall Film Coemeent
.t Surface Temperature f
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- Intenor Temperature 9
9 58
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PRESSURIZER SURGE LINE STRATIFICATION UPDATE OF DESIGN TRANSIENTS l
STRESS ANALYSIS
. i ASME !!! FATIGUE USAGE FACTOR
~
FATIGUE CRACK GROWTH LEAK-BEFORE-BREAK CONCLUSION 1
l 60
f 9
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CUMULATIVE USAGE FACTOR: EVALUATION .
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- 1 o Code / Criteria o Previous Design Method o Stress input o Stress Classification / Combination o Load Combinations / Usage Evaluation I
o Results .
o Conservatism 1
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61
CODE / CRITERIA o ASME B&PV Code, Sec. Ill,1986 Edition NB3600 NB3200 o Level A/B Service Limits Primary Plus Secondary Stress intensity s 3Sm (Eq.10)
Simplified Elastic-Plastic Analysis Expansion Stress, S, s 3Sm (Eq.12) -
Global Analysis Primary Plus Secondary Excluding Thermal Bending 5 3Sm (Eq.13)
Elastic-Plastic Penalty Factor 1.0 s K, s 3.333 Peak Stress (Eq.11)/ Cumulative Usage Factor (Ucum) alt = K,Sp /2 (Eq.14)
S Design Fatigue Curve U s 1.0 cum 62
e STRESS INPUT o Pressure Stress Transient Pressure WECAN 2-D Unit Pressure Stress o Moment Stress ANSYS Global Moments WECAN 2-D Unit Moment Stress.
I - - a,c.e e
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CONSERVATISM - FATlGUE USAGE o ASME Code Methodology / Fatigue Curve o Enveloping Peak Stress Intensification, K, = 1.8, at Butt Welds NB3681:' K g = 1.2, K 2 =
.8, K3"
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4 CONCLUSIONS -' FATIGUE USAGE i i
. l l
o Maximum Usage Factor Less Than ASME Code Allowable of 1.0 (NB-3653) At Most Locations j l
o Evaluation Continuing On l 1
14 x 16 Reducer . j Pressurizer Nozzle 4
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65
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9 PRESSURIZER SURGE LINE STRATIFICATION
~ UPDATE OF DESIGN TRANSIENTS STRESS ANALYSIS ASME Ill FATIGUE USAGE FACTOR 4
FATIGUE CRACK GROWTH LEAK-BEFORE-BREAK l l
CONCLUSION i
e e
66
FATIGUE CRACK GROWTH o Standard ASME Section XI Methods Used o Crack Growth Law Based on Current Proposed Curve for Austenitic SS in Air Environment o initial Flaw Sizes Selected Based on Section XI inspection Detection Tolerances o All Locations Checked for FCG o Results
~
Crack Growth at All Locations Remain Well Within 0.6T e
e 67
1 FATIGUE CRACK GROWTH EQUATION FOR
,' AUSTENITIC STMNLESE STEEL 3
)
(
3 d
= C F S E AK .30 where
=
d Crack Growth Rate in micro-inches / cycle e
C= -0 2.42 x 10
,' F= frequency fac' tor (F = 1.0 for temperature below 800*F)
S= R ratio correction (S = 1.0 for R = 0; S = 1 + 1.8R for .
O < R < .8; and S = -43.35 + 57.97R for R > 0.8)
E= Environmental Factor (E = 1.0 for PWR) aK = range of stress intensity factor, in psi /in l
l
, and R is the ratio of the minimum K, (Kimin) to the maximum K, (K, , ).
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o Fatigue Crack Growth Rate Curve for Austenitic Stainless Steel 69
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PRESSURIZER SURGE LINE STRATIFICATION !
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UPDATE OF DESIGN TRANSIENTS l
STRESS ANALYSIS A5ME Ill FATIGUE USAGE FACTOR FATIGUE CRACK GROWTH LEAK-BEFORE-BREAK CONCLUSION a
i 70 l
4
' REASSESSMENT OF LEAK-BEFORE-BREAK )
Leak-before-break methodology involves the following: !
(1) Establishing material properties including fracture toughness values (2) Performing stress analyses of the structure (3) Review of operating history of the structure j (4) Selection of locations for postulating flaws (5) Determining a flaw size giving a detectable leak rate (6) Establishing stability of the selected flaw (7) Establishing adequate margins in terms of leak rate a detection, flaw size and load.
(8) Showing that a flaw indication acceptable by inspection remains small throughout service life.
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LBB CONSERVATISM i
. o Factor of 10 on Leak Rate o Factor of 2 on Leakage Flaw o Algebraic Sum of Loads for Leakage o Absolute Sum of Loads for Stability o Average Properties for Leakage
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o Minimum Properties for Stability l
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TYPES OF LOADINGS m
PRESSURE (P)
DEAD WEIGHT (DW)
NORMAL OPERATING THERMAL EXPANSION (TH)
SAFE SHUTDOWN EARTHQUAKE AND SEISMIC
, ANCHO,R MOTION (SSE)
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1 o ;r Case A: This is a normal operating case at 653*F consisting of
, the algebraic sum of the loading components due to P, DW and TH. a,c.e Case B:
Case C:
Case D: This is a faulted operating case at 653*F consisting of the absolute sum (overy component load is taken as positive of P, DW, TH and SSE. ,,c,e- !
a Case E:
-4 Case F:
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CASES FOR ANALYSES a
M A/D This is here-to-fore standard leak-before-break evaluation !
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6 PRESSURIZER SURGE LINE STRATIFICATION UPDATE OF DESIGN TRANSIENTS STRESS ANALYSIS 9,
+- ASME Ill FATIGUE USAGE FACTOR o
FATIGUE CRACK GROWTH LEAK BEFORE-BREAK
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1 VOGTLE UNIT 2 i ' SURGE LINE STRATIFICATION CONCLUSION -
(PENDING FINAL VERIFICATION) i i
e Design Transients Updated to Reflect Stratification in The Surge Line e Monitoring of Unit 2 Will Continue 1
,. o ASME ill Fatigue Usage Factor For Piping Within Code All'owable for 40 Years Design Life e Fatig'ue Crack Growth Results Acceptable e . Leak Before-Break is Demonstrated a
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