ML17334A818
| ML17334A818 | |
| Person / Time | |
|---|---|
| Site: | Cook |
| Issue date: | 08/22/1984 |
| From: | Chandler J SIEMENS POWER CORP. (FORMERLY SIEMENS NUCLEAR POWER |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML17334A819 | List: |
| References | |
| JCC:116:84, NUDOCS 8409050442 | |
| Download: ML17334A818 (81) | |
Text
REOULATOROINFORMATION DISTRIBUTION STEM (RIBS)
ACCESSION NBR:8409050442 DOC,DATE: 84/08/22 NOTARIZED:
NO DOCKET FACIL:-50-315 Donald C,
Cook Nuclear Power PlantE Unit 1E Indiana L
05000315 AUTH BYNAME AUTHOR AF F ILIATION CHA'NDLEREJ AC, Exxon Nuclear Ca,i Inc, (subs.
of Exxon 'Corp.)
RECIP ~ NAME RECIPIENT AFFILIATION DENTONEH ~ R>>
Office of Nuclear Reactor Regulationi Directer(
SUBJECT:
Forwards nonProprietary XN NF 84 25(NP)t "Mechanical Design Rept Suppl for DC Cook Unit 1 Extended Burnup Fuel Assemblies,"
p mii-"
DISTRIBUTION CODE:
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C(fPIIYS RECEIV. Ol T(l 'E: 'g' 7 I TITLE: Non Proprietary Version of Proprietary Topical eport NOTES'Lel0/25/74 05000315 RECIPIENT ID CODE/NAME COPIES LTTR ENCL RECIPIENT ID CODE/NAME COPIES LTTR ENCL INTERNAL: ADM/LFMB S3 REG FIL 1
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TOTAL-NUMBER OF COPIES REQUIRED:
LTTR 32 ENCL, 10
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'I5I',ON NUCLEAR COMPANY,Inc.
2101 Hom Repids Road P. 0 Box 13P Richland, ill'ashington 5852 Phone: (509) 375-8100 Telex: l5-2878 August 22, 1984 JCC: 116: 84 Donald C.
Cook Nuclear Plant Unit No.
1 Docket No. 50-315 License No.
DPR-58 MECHANICAL DESIGN ANALYSES SUPPORTING HIGH BURNUP OPERATION OF NUCLEAR FUEL FABRICATED BY EXXON NUCLEAR COMPANY Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, D.C.
20555 Ref.:
- Letter, J.C.
Chandler (ENC) to H.R. Denton (NRC),
"Mechanical Design and LOCA ECCS Analyses Supporting High Burnup Operation of Fuel Fabricated by Exxon Nuclear,"
dated August 21, 1984 (JCC:113:84).
Dear Mr. Denton:
Enclosed for your use are fifteen copies of the following technical report issued by Exxon Nuclear Company:
XN-NF-84-25(NP), "Mechanical Design Report Supplement for D.C.
Cook Unit 1; Extended Burnup Fuel Assemblies,"
dated April 1984.
At the request of American Electric Power Service Company (AEPSC),
this documents is being transmitted directly by Exxon Nuclear.
This report has been reviewed by AEPSC and wi 11 be referenced in subsequent docket action.
The enclosed report is the non-proprietary verion of Exxon Nuclear topical report XN-NF-84-25(P),
which was transmitted to you by the reference let'ter.
If you have, any questions regarding this submission, please contact Mr. James G. Fei'nstein of AEPSC at (614),233-2040.
Sincerely,
~~@
J.C.
- Chandler, Lead Engineer Reload Fuel Licensing JCC:naa cc:
Mr. D.L. Wigginton (NRC)
Mr. M.P. Alexich (AEPSC) 8409050442 840822 PDR ADOCK 050003is P
PDR ANAFFIUATEOF EXXONCORPORATION PIO
) )Q
r 0
l I
XN-NF 25 (NP)
MECHANICALDESIGN REPORT SUPPLEMENT FOR DC. COOIC UNIT 1 EXTENDED BURNUP FUEL ASSEMBLIES AUGUST 1984 RICHLAND,WA 99352 E
- lg i
EON NUCLEAR COMPANY, INC.
EgGN NUCLEAR COIVIPANY,Inc.
XN-NF-84-25(NP)
Issue Date: 8/21/84 MECHANICAL DESIGN REPORT SUPPLEMENT FOR O.C.
COOK UNIT 1 EXTENDED BURNUP FUEL ASSEMBLIES Prepared:
%%u2 2 N. L. Garner Project Engineer
+3/~3+f Oa e Appr oved:
uss
- man, Manager Fuel Design j
ir/rA.
Date Concur:
R.
B. Stout, Manager Licensing 8 Safety Engineering H. E. 'Wi ltamson, Manager Neutronics
& Fuel Management Date J.
- Morgan, Manager Pro osals 5 Customer Services Engineering I
col Jp4
~aa.e G. A. Sofeg I anafer Fuel Engfneering 8 Technical Services 7
Ic" r rii
.'ate
NUCLEAR REGULATORYCOMMISSION DISCLAIMER IMPORTANTNOTICE REGARDING CONTENTS AND USE OF THIS DOCUMENT PLEASE READ CAREFULLY This technical report was derived through research and development programs sponsored by Exxon Nuclear Company, Inc.
It is being sub-mitted by Exxon Nuclear to the USNRC as part of a technical contri-bution to facilitate safety analyses by licensees of the USNRC which utilize Exxon Nuclear. fabricated reload fuel or other technical services provided by Exxon Nuclear for licht water power reactors and it is true and correct to the best of Exxon Nuclear's knowledge, information, and belief.
The information contained herein may be used by the USNRC in its review of this report, and by licensees or applicants before the USNRC which are customers of Exxon Nuclear in their demonstration of compliance with the USNRC's regulations.
Without derogating from the foregoing, neither Exxon Nuclear nor any person acting nn its behalf:
A.
Makes any warranty, express or implied, with respect to the
- accuracy, completeness, or usefulness of the infor-mation contained in this document, or that the use of any information, apparatus,
- method, or process disclosed in this document will not infringe privately owned rights; or'.
Assumes any liabiiities with respect to the use of, or for dan ages resulting from the use of, any information, ap.
- paratus, method, or process disclosed in this document.
XN. NF-FOO, 766
XN-Nf-84-25 (NP)
TABLE OF CONTENTS Section Title
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1.0 INTRODUCTION
2.0 UMMARY.................................. "......
S 3.0 DESIGN BASES
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~ ~ t 3.1 CLADDING PHYSICAL ANO MECHANICAL PROPERTIES...
3.2 CLADDING STRESS LIMITS....;..................
3.3 CLADDING STRAIN LIMITS.......................
3.4 STRAIN FATIGUE...............................
3.5 FRETTING CORROSION AND WEAR 3.6 CORROS ION
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3.8 CREEP COLLAPSE...............................
3.9 FUEL ROO INTERNAL PRESSURE...................
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- 3. 10 REEP BOW....................................
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- 3. 11 OVERHEATING OF CLADDING......................
- 3. 12 OVERHEATING OF FUEL PELLETS
- 3. 13 fUEL ROD AND ASSEMBLY GROWTH.................
12 4.0 DESIGN OESCR IPT ION...............................
15 4.1 FUEL ASSEMBLY
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F 15 XN-NF-84-25 (NP)
TABLE OF CONTENTS (Continued)
Section Title Pave 5.0 6.0 7.0 5.1 5.2 5.3 6.1 6.2 6.3 FUEL ASSEMBLY MATERIAL PROPERTIES.................
19 ZIRCALOY-4...................................
19 FISSILE MATERIAL (URANIUM DIOXIDE)...........
28 INCONEL SPRINGS..............................
32 MECHANICAL DESIGN EVALUATION.....................
54 REACTOR OPERATING CONDITIONS FOR DESIGN......
54 FUEL ROD EVALUATION..........................
54 FUEL ASSEMBLY EVALUATION......................
70 REFERENCES.......................................
82 APPENDIX A-DESIGN DRAWINGS..................................
A-1
XN-NF-84-25 (NP)
LIST OF TABLES
.Table No.
Title
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3.1 4.1 5.1 5.2 5.3 5.4 6.1 6.2 6.3 STEADY STATE STRESS DESIGN LIMIT.................
13 FUEL ASSEMBLY DESIGN.............................
17 CHEMICAL COMPOSITION ZIRCALOY-4..................
33 TABULATION OF CLADDING CORRELATIONS..............
34 URANIUM DIOXIDE IMPURITY LIMITS..................
35 CHEMICAL COMPOSITION OF INCONEL X-750 WIRE OR ROD......................................
36 FUEL ROD PARAMETERS USED IN DESIGN EVALUATION....
74 D.C.
COOK UNIT 1 EXTENDED EXPOSURE STUDY -
POWER AND FAST FLUX HISTORY FOR THE PIN WITH MAXIMUM DISCHARGE EXPOSURE...............................
75 DUTY CYCLES......................................
76
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1V XN-NF-84-25 (NP)
LIST OF FIGURES
~Fi ure No.
Title
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3.1 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8
. 5.9
- 5. 10 5.
11'.
12
- 5. 13
- 5. 14 STRESS THRESHOLD FOR IRRADIATED ZIRCALOY CLADDING TESTED IN AN IODINE ENVIRONMENT......................
14 DUCTILITY OF ENC ZIRCALOY-4 TUBING VERSUS TEMPERATURE................................
37 MECHANICAL STRENGTH OF ENC ZIRCALOY-4 TUBING VERSUS TEMPERATURE...................................
38 REVIEW OF DATA PERTAINING TO THE EFFECT OF FAST NEUTRONS ON THE CHANGE IN YIELD'STRESS IN ZIRCALOY...
39 EFFECT OF FAST NEUTRON IRRADIATION AT 500'F (260'C)
ON THE MECHANICAL PROPERTIES OF ZIRCALOY-2...........
40 COMPARISON OF CLADDING CREEPDOWN.....................
41 AXIAL STRAIN VS.
FAST NEUTRON FLUENCE FOR FUELED RODS..........................................
52 PWR ASSEMBLY GROWTH...................................
43 CYCLIC FATIGUE DESIGN CURVE FOR IRRADIATED ZIRCALOY-2 OR -4 AT ROOM TEMPERATURE TO 600 F...................
44 GAP CLOSURE OF AS-FABRICATED GAP VERSUS IRRADIATION TIME
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45 COMPARISON ON FISSION GAS RELEASE....................
46 MECHANICAL STRENGTH OF INCONEL X-750.................
47 POISSON'S RATIO OF INCONEL X-750.....................
48 ELASTIC MODULUS OF INCONEL X-750.....................
49 SHEAR MODULUS INCONEL X-750 VERSUS TEMPERATURE.......
50
-V-XN-NF-84-25 (NP)
LIST OF FIGURES (Continued)
Fi ure No.
Title
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- 5. 15 5.16
- 5. 17 6.1 THERMAL CONDUCTIVITY OF INCONEL X-750 VERSUS TEMPERATURE..........................................
51 MEAN THERMAL EXPANSION COEFFICIENT OF INCONEL X-750 FROM ROOM TEMPERATURE................................
52 INCONEL X-750 STRESS REDUCTION RATIO VERSUS FLUENCE..
53 CONTACT STRESS FINITE ELEMENT MODEL..................
77 6.2 6.3 VIEW OF WELD JOINT REGION FINITE 'ELEMENT MODEL O.C.
COOK UNIT 1 STEADY STATE CLADDING STRAIN
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78 6.4 6.5 H ISTORY..............................................
79 GAP SPACING DATA.....................................
80 ELONGATION STRAIN OF ENC FUEL AT O.C.
COOK 1
E>l MEV (XlOE21 N/CM2)...............................
81
/
XN-NF-84-25,'NP)
MECHANICAL DESIGN REPORT SUPPLEMENT FOR D.C.
COOK UNIT 1 EXTENDED BURNUP FUEL ASSEMBLIES
- 1. 0 INTRODUCTION This report provides the results of the mechanical design analyses for increasing the burnup level of Exxon Nuclear Company (ENC) Reload XN-5 and XN-6 fuel assemblies supplied for the D.C.
Cook Unit 1 reactor, Cycles 6 and 7, respectively.
The report supplements the base design report(1) by evaluating topics affected by the increased exposure conditions.
2.0
SUMMARY
The fuel design for the D.C.
Cook Unit 1 reactor has been reanalyzed to support an increase in reactor cycle.length.
This increase from annual to 18-month cycles requires increases in the design analysis burnup level.
Mechanical design analyses were performed to evaluate cladding steady-state strain, transient stress and strain, fatigue, internal pressure, creep
- collapse, corrosion, hydrogen absorption, and fuel rod/fuel assembly irradia-tion growth.
These analyses were performed to a peak assembly burnup of 41,000 MWd/MTU, a peak rod burnup of 43,700 MWd/MTU, and a peak pellet burnup of 48,000 MWd/MTU.
Design criteria, consistent with current ENC
- practice, and the RODEX2 fuel performance code version approved by the USNRC in 1983, were used in the analyses.
The results indicate that all the mechanical design criteria are satisfied.
o The maximum end-of-life (EOL) steady-state cladding strain was determined to be negative, thus meeting the 1.0X design limit.
XN-NF-84-25 (NP)
Page 2
o The cladding stress and strain during power ramps, calculated under different overpower conditions, do not exceed the design stress corrosion cracking threshold or the 1.0X strain limit.
o The cladding fatigue usage factor of 0.20 is within the 0.67 design limit.
o The end-of-life fuel rod internal pressure is less than the system pressure.
o The cladding diameter reduction due to uniform creepdown plus creep ovality after fuel densification is less than the minimum initial pellet/clad gap.
This criterion prevents the formation of fuel column gaps.
o The maximum calculated EOL thickness of the oxide corrosion layer is less than 0.0007 inch, and the maximum calculated concentration of hydrogen in the cladding is 80 ppm.
These values are within the design limits
~
o An evaluation of the fuel assembly growth and the fuel rod growth indicates that the fuel assembly design provides adequate clearances at the design burnup.
XN-NF-84-25'NP )
Page 3
3.0 DESIGN BASES The design considers effects and changes in physical properties of fuel assembly components which result from burnup.
The integrity of the fuel rods is ensured by analyzing the fuel to show that excessive fuel temperatures, excessive internal rod gas pressures, and excessive cladding str esses and str ains do not occur.
This end is achieved by showing the fuel rods to satisfy the design bases for normal operation and anticipated operational occurrences over the fuel lifetime.
For each design basis, the performance of the most limiting fuel rod shall not exceed the specified limits.
The functional capability of the fuel assembly is ensured by analyzing the fuel assembly to show that the fuel system dimensions and properties remain within operational tolerances.
This is achieved by showing that the fuel assemblies satisfy the design bases for normal operation and anticipated operational occurrences over. the fuel lifetime.
3.1 CLADDING PHYSICAL AND MECHANICAL PROPERTIES
'ircaloy-4 combines a low neutron absorption cross section, high corrosion resistance, and high strength and ductility at operating temperatures.
Principal physical and mechanical properties including irradiation effects on Zircaloy-4 are provided in Section 5.
3.2 CLADDING STRESS LIMITS The design basis for the'fuel cladding stress limits is that the fuel system will not be damaged due to fuel cladding stresses exceeding material capability.
Conservative limits, shown in Table 3.1, are derived from the ASME Boiler and Pressure Vessel
- Code,Section III, Article III-2000. (3)
XN-NF-84-25 (NP)
Page 4
The cladding may also be damaged by the combination of volatile fission products and high cladding tensile stresses which may lead to stress corrosion cracking.(4>>5)
Stress corrosion cracking of fuel rod cladding is considered the principal failure mechanism for PCI failures encountered during changes in reactor operating conditions.(6~7.8)
Even though unanimous agreement has not been reached on which chemical species enhances fai lure, the iodine atmosphere is usually considered the primary attacking medi a in irradiated fuel. If the stress level is low enough in the cladding, then stress corrosion cracking does not occur.
Tests have been done under EPRI support(g.>o.>>) to evaluate a stress threshold associated with stress corrosion cracking in an iodine atmosphere.
Figure 3. 1 shows typical data from this program, and that the time dependence of stress corrosion rupture involves two processes.
At the higher stresses (represented by the steep slope portion of Figure 3.1), the time to failure is largely controlled
't by the crack propagation process.
At lower stresses (represented by the shallow slope portion of Figure 3.1), time to failure is largely controlled by a time-dependent crack nucleation process.
Thus, if stress levels remain low enough, a flaw or crack that would subsequently propagate will'ot be nuc 1 eat ed.
The concept used to avoid failures from the stress corrosion crack failure mechanism from power ramps is to keep the fuel rods from operating above the stress threshold associated with the nucleation of a propagating stress corrosion crack.
The modelling of the stress corrosion crack propaga-tion process and methods for predicting the stress levels in fuel rods operating under prototype exposure histories incorporate many ass'umptions
XN-NF-84-25 (NP)
Page 5
The design procedure used to evaluate ENC fuel rods uses a stress threshold determined from benchmarking studies using the RODEX2(~2) and RAMPEX(>3) codes.
The design criterion for the transient stress limit resulting from a power ramp is to keep the predicted stress levels below the stress thresholds obtained in the benchmar king studies of test ramp cases.
The benchmarking test results were obtained from the Studsvik Inter-Ramp, Over-Ramp and Super Ramp test series.(>3)
Conservatism in the design bases is obtained by using only 80K of the code benchmarked failure stress threshol.d, by using conservative input values for the fuel rod dimensions in the design analyses and by assuming worse case power histories and ramp powers for the analysis.
The concept of keeping below a stress threshold determined by code benchmarking protects against the initiation of a propagating flaw and empirically adjusts the design criteria to the test results from the simulations of limiting prototypic power ramps.
3.3 CLADDING STRAIN LIMITS Tests(~4~~5) on irradiated tubing indicate potential for failure at relatively low mean strains.
These tests include tensile, burst and split ring tests, and the data indicate a ductility ranging between 1.2X and 5X at normal reactor operating temperatures.
The failures are usually associated with unstable or localized regions of high deformation after some uniform deformation.
To prevent cladding failure due to plastic instability and localization of strain, the total mean circumferential cladding strain for transient and steady-state conditions is limited to 1X.
XN-NF-84-25 (NP)
Page 6
3.4 STRAIN FATIGUE The number of cumulative strain fatigue cycles is limited to two-thirds (2/3) the design strain fatigue life.
Cyclic PCI loading combined with other cyclic loading associated with relatively large changes in power can cause cumulative damage which may eventually lead to fatigue failure.
Cyclic loading limits are established to prevent fuel failures due to this mechanism.
The design life is based on correlations which give a safety factor of 2 on stress amplitude or a safety factor of 20 on the number of cycles whichever is more conservative.(><)
3.5 FRETTING CORROSION AND WEAR The design basis for fretting corrosion and wear is that fuel rod failures due to fretting shall not occur.
Since significant amounts of fretting wear can eventually lead to fuel rod failure, the grid spacer assemblies are designed to prevent such wear.
The spring dimple system in the spacer grid is designed such that the minimum spring/dimple forces throughout the design life are greater than the maximum fuel rod flow vibration forces.
Testing of a wide variety of ENC fuel designs.
shows fuel rod wear depths at spacer contact points has typically ranged from 0.1 to 0.5 mi ls, although wear of up to 1.5 mi ls in depth has been observed.
Examination indicates that the wear is due primarily to fuel rod loading and unloading and not due to fuel rod motion during the test.
There has been
XN-NF-84-25 (NP)
Page 7
little or no difference between observed wear for 500 hour0.00579 days <br />0.139 hours <br />8.267196e-4 weeks <br />1.9025e-4 months <br />, 1000 hour0.0116 days <br />0.278 hours <br />0.00165 weeks <br />3.805e-4 months <br /> and 1500 hour0.0174 days <br />0.417 hours <br />0.00248 weeks <br />5.7075e-4 months <br /> tests.
No active fretting corrosion has been observed despite spacer spring relaxation of up to 100K in several test assemblies.
Examina-tion of a large number of irradiated rods has substantiated the minimal wear observed after loop tests.
Numerous reload batches of the 15x15 design have operated in three reactors with no adverse effects due to fretting corrosion or wear.
- 3. 6 CORROSION Cladding oxidation and corrosion product buildup are limited in order to prevent significant degradation of clad strength.
A PWR clad external temperature limit of 675'F is chosen, as corrosion rates are very slow below this temperature and therefore overall corrosion is limited.
This decrease in clad thickness
(<10%) does not increase clad stresses above allowable levels.
Corrosion product buildup and the resulting temperature increases are calculated directly in the RODEX2 code.
3.7 HYDROGEN ABSORPTION The as-fabricated cladding hydrogen level and the fuel rod cladding hydrogen level during life are limited to prevent adverse effects on the mechanical behavior of the cladding due to hydriding.( 17~ IB)
Hydro-gen can be absorbed on either the outside or the inside of the cladding.
The absorption of hydrogen can result in premature cladding failure due to reduced ductility and the formation of hydride platelets.
XN-NF-84-25 (NP)
Page 8
The effects of hydrogen on mechanical properties have been investigated at. hydrogen concentrations to about 1000 ppm.
The effect on strength and ductility depends on such factors as:
0 e
0 The tube texture which tends to promote or minimize radially orientated hydrides.
Stress and temperature cycling which may promote reorien-tation of hydrides into radial directions.
Tensile hoop stress tends to orient hydrides radially.(20)
~ Oistribution of hydrides (hydride case layers on the I.O.
or 0.0. surface tend to promote brittle failures).
Ratio of cladding wall thickness to average length of hydride platel'et.
The fineness and uniformity in dispersion of the second phase precipitate tend to improve corrosion resistance and decrease hydrogen absorption.
The calculation of hydrogen concentration due to pickup from the coolant is calculated in the ROOEX2 code.
Hydrogen absorption from
XN-NF-84-25 (NP)
Page 9
inside the clad is minimized by careful moisture control during fuel fabri-cation.
3.8 CREEP COLLAPSE The design basis for creep collapse of the cladding is that significant axial gaps due to fuel densification shall not occur and therefore that fuel failure due to creep collapse shall not occur.
Creep collapse of the cladding can increase nuclear peaking, inhibit heat transfer, and cause failure due to localized strain.
If significant gaps form in the pellet column due to fuel densifi-cation, the pressure differential between the inside and outside of the cladding can act to increase cladding ovality.
Ovality increase by clad creep to the point of plastic instability would result in collapse of the cladding.
Ouring power changes such collapse could result in fuel failure.
Through proper design, the formation of axial gaps and the probability of creep collapse can be significantly reduced.
Typical ENC pellets are stable dimensionally.
Irradiation data for ENC fuel rods, in addition to resintering tests performed at 1700 C for 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> on fabricated
- pellets, show that densification is not likely to exceed 2X volume.
For high burnup designs the lot average resinter density change is limited to 2.0X by specification and is typically less than 1.5X.
This specification ensures stable pellets during irradiation and limits the potential size of fuel column gaps.
XN-NF-84-25 (NP)
Page 10 An Inconel X-750 plenum spring is included in the ENC fuel rod design and the rods are pressurized with helium to help prevent the formation of gaps in the pellet column.
The plenum spring provides a
compressive force on the fuel column throughout the densification phase of the fuel life and the internal pressure prevents rapid clad creepdown as well as providing a good heat transfer medium for the fuel.
No gaps larger than approximately 0.060 inch have been observed during gamma scans of many irradiated fuel rods.(22)
In order to guard against the unlikely event that sufficient densification occurs to allow pellet column gaps of sufficient size for clad flattening to occur, an analysis is performed using the method described in Section 4.5.5 of Reference 22, as submitted to the USNRC.
With this method, creep ovality is calculated with the COLAPX code and cladding uniform creepdown is calculated with the ROOEX2(23) code utilizing conservative design conditions.
The cladding ovality increase and creepdown are
- summed, and at a rod average burnup which is beyond the point of complete fuel densification, the total creepdown shall not exceed the initial minimum diametral fuel cladding gap.
This assures the prevention of pellet hangup due to cladding creep,.allowing the plenum spring to close axial gaps until densification is substantially complete.
3.9 FUEL ROD INTERNAL PRESSURE The internal gas pressure of the fuel rods shall not exceed the external coolant pressure.
Significant outward circumferential creep which may cause an increase in pellet-to-cladding gap must be prevented
XN-NF-84-25 (NP)
Page 11 since it would lead to higher fuel temperature and higher fission gas release.
Fuel rod internal pressure is calculated throughout life with the RODEX2 code.
3.10 CREEP BOW Differential expansion between the fuel rods and lateral thermal and flux gradients can lead to lateral creep bow of the rods in the span between spacer grids.
The design basis for fuel rod bowing is that lateral displacement of the fuel rods shall not be of sufficient magnitude to impact thermal margins.
ENC fuel has been designed to minimize creep bow.
Exten-sive post-irradiation examinations have confirmed that such rod bow has not reduced spacing between adjacent rods by more than 50K.
The potential effect on thermal margins is negligible.
3.11 OVERHEATING OF CLADDING The design basis for fuel rod cladding overheating is that transition boiling shall be prevented.
Prevention of potential fuel failure from overheating of the cladding is accomplished by minimizing the probability that boiling transition occurs on the peak fuel rods during normal operation and anticipated operational occurrences.
Margin to boiling transition is evaluated using applicable DNB correlations(24),
with ENC's XCOBRA-IIIC(26) based PWR thermal-hydraulic methodology.
- 3. 12 OVERHEATING OF FUEL PELLETS Prevention of fuel failure from overheating of the fuel pellets is accomplished by assuring that the peak linear heat generation rate (LHGR) during normal operation and anticipated operational occurrences does not result in fuel centerline melting.
The melting point of the fuel is adjusted for burnup in the centerline temperature analysis.
XN-NF-84-25 (NP)
Page 12
- 3. 13 FUEL ROD AND ASSEMBLY GROWTH The design basis for fuel rod and assembly growth is that adequate clearance shall be provided to prevent any interference which might lead to buckling or damage.
Cladding and guide tube growth measurements of ENC fuel are used in establishing the growth correlations used for calculations.
XN-NF-84-25 (NP)
Page 13 Table 3;1 STEAOY STATE STRESS OESIGN LIMIT Stress Categor y*
Stress Intensity Limits**
Yiel d Strength Ultimate Tensile Strength General Primary Membrane Primary Membrane Plus Primary Bending Primary Plus Secondary 2/3 1.0 2.0 1/3 1/2 1.0
- Characteristics of the stress categories are defined as follows:
a)
Primary stress is a stress developed by the imposed loading which is necessary to satisfy the laws of equilibrium between external and inter'nal forces and moments.
The basic characteristic of a primary stress is that it is not self-limiting. If a primary stress exceeds the yield strength of the material through the entire thickness, the prevention of failure is entirely dependent on the strain-hardening properties of the material.
b)
Secondary stress is a stress developed by the self-constraint of a structure.
It must satisfy an imposed strain pattern rather than being in equi librium with an external load.
The basic characteristic of a secondary stress is that it is self-limiting.
Local yielding and minor distortions can satisfy the discontinuity conditions of thermal expansions which cause the stress to occur.
- The stress intensity is defined as twice the maximum shear stress and is equal to the largest algebraic difference between any two of the three principal stresses.
XN-NF-84-25(NP)
Page 14 Figure 3.1 Stress Threshold for Irradiated Zircaloy Cladding Tested in an iodine Environment
XN-NF-84-25 (NP)
Page 15 4.0 DESIGN DESCRIPTION 4.1 FUEL ASSEMBLY The 15x15 fuel assembly array includes 20 guide tubes, 204 fuel rods and one instrumentation tube.
The grid spacers are of standard ENC bi-metallic design, and the fuel assembly tie plates are stainless steel castings with Inconel holddown springs.
Drawings of the fuel assembly and fuel rod are given in Appendix A.
Fuel assembly characteristics are summa-rized in Table 4.1.
4.2 FUEL ROD The fuel rods consist of cylindrical U02 pellets in Zircaloy-4 tubular cladding.
The Zircaloy-4 fuel rod cladding is cold worked and lightly stress relieved.
Zircaloy-4 plug type end caps are seal welded to each end.
The upper end cap has external features to allow remote underwater fuel rod handling.
The lower end cap has a truncated cone exterior to aid fuel rod reinsertion into the fuel assembly during inspection and/or reconstitution.
Each fuel rod contains a 144.0 inch column of enriched U02 fuel pellets.
The fuel rod upper plenum contains an Inconel X-750 compression spr'ing to prevent fuel column separation during fabrication and shipping, and durinq in-core operation.
Fuel rods are pressurized with helium which provides a good heat transfer medium and assists in the prevention of clad creep collapse.
XN-NF-84-25 (NP)
Page 16 The fuel rod upper plenum contains an Inconel X-750 compression spring to prevent fuel column separation during fabrication and shipping, and during in-core operation.
Fuel rods are pressurized with helium which provides a good heat transfer medium and assists in the prevention of clad creep collapse.
XN-NF-84-25 (NP)
Page 17 Table 4.1 FUEL ASSEMBLY DESIGN FUEL PELLET Fuel Material Pellet Diameter, (in.)
Dish Volume Per Pellet (Total X)
Pellet Length, (in.)
Pellet Surface (p in AA)
Pellet Density, (X TD)
CLADDING Clad Material Clad ID, (in.)
Clad 00, (in.)
Clad Thickness, Nominal, (in.)
Clad Inside Surface
( g in AA)
FUEL ROD Diametral
- Gap, Cold Nominal, (in.)
Active Length, (in.)
Plenum Length (in.)
Total Rod Length, (in.)
Fi 11 Gas Pressure
XN-NF-84-25 (NP)
Page 18 SPACER Materi al Rod Pitch Envelope (in.)
GUIDE TUBE Material 00/IO Above Dashpot (in.)
OD/ID Dashpot (in.)
TIE PLATES Material HOLOOOWN SPRINGS Material CAP SCREWS Materials Teb1e 4.1 FUEL ASSEMBLY DESIGN (continued)
FUEL ASSEMBLY Array Assembly Pitch Length No. Spacers No. Fuel Rods No. Guide Tubes No. Instrumentation Tubes
XN-NF-84-25 (NP)
Page 19 5.0 FUEL ASSEMBLY MATERIAL PROPERTIES The material properties used in the design evaluation are described in this section.
The Zircaloy cladding properties and the U02 fuel properties utilized are as incorporated in the RODEX2 and RAMPEX fuel performance
,codes.
Inconel properties used in plenum spring evaluations are also included.
- 5. 1 1 IRCALOY-4 5.1.1 Chemical Pro erties Zircaloy-4 is used in three forms: (1) Coldworked and stress relieved cladding; (2) Recrystallized annealed tubing; and (3)
Recrystallized annealed strip.
The chemical properties in Table 5.1, in
- general, apply to all three forms.
Where special properties apply for a certain form, it is so noted in'he appropriate section.
XN-NF-84-25 (NP)
Page 20
- 5. 1.2 Ph sical Pro erties a)
Thermal Conducti.vit Thermal conductivity for Zircaloy-4 is based on the NRC approved relation(28) used in ROOEX2(12.23):
where:
T = temperature;
('F)
K = thermal conductivity
= (BTU/LHr. in.'F])
E Thermal expansion used for Zircaloy-4(12~23) is where a = Lin/in/F]
T= lFl c)
Elastic Modulus and Poisson's Ratio The temperature dependence. of the modulus of elasti-city, E, used in design calculations is based on Ouncombe(2g) and is:
XN-NF-84-25 (NP)
Page 21 Poisson's ratio used in desion calculations are:
E<<
Zircaloy-4 cladding are:
The minimum tensile properties for The ductility of Zircaloy-4 is given in Figure 5.1.
The yield strength of the cladding is used in setting convergence criteria in the pseudo-steady state calculations in ROOD2.(12)
The 0.2% offset yield strength is determined from test data on ENC tubing (see Figure 5.2) and modified for the fluence dependence (see Figures 5.3 and 5.4).
The r'elation used for 70 to 80K coldworked, stress relieved cladding(12.30) is:
where
~p
=
0.2 percent offset yield strength (psi )
T =
cladding temperature (F)
F
=
fluence (n/cm
)
XN-NF-84-25 (NP)
Page 22 e)
Stead State Cree Rate The current NRC approved zircaloy creep rate used in fuel rod design calculations for creep collapse and stored energy is based on a
general relationship developed by Watkins and Wood(3>)
as follows:
where ee
= strain rate in X/hr F
= fast neutron flux (>1 Mev)
T = temperature,
('F) se
= applied stress, (psi)
The creep down measurements made for the Interramp, Overramp and Superramp programs and post irradiation profilometry measurements made on ENC fuel claddings were used to fit the creep coefficients for cladding typical of the ENC coldworked stress-relieved cladding(23),
as shown on Figure 5.5.
XN-NF-84-25 (NP )
Page 23 where R
= (circumferential/radial) contractile strain ratio from an uniaxial axially loaded test (axial/radial) contractile strain ratio from an uniaxial circumferenti ally loaded test I're the anisotropic parameters used in the creep relations generalized stress relation,(>2.23~32) se
(
h -
z)
+ R(sr-sh)
+ P(sz-sr) se PR+P 1/2 where h, r, z and e subscripts are for hoop, radial, axial and effective.
Typical values of the.anisotropic parameters obtained for production cladding are R=2.0 and P=3.0.
Ouring power ramp conditions, the thermal-mechanical state of the fuel rod is evaluated with the RAMPEX code.(>3)
The higher stress levels encountered during power ramps can induce primary creep.
The creep relation used in the RAMPEX evaluation is determined as the sum of an irradiation induced component and a primary creep component.
The equivalent creep rate, ee, is given by ee
=
e1
+ ep
XN-NF-84-25 (NP)
Page 24 where the irradiation induced component is
'1
= exP[L1+L2 log Se + L4 log F -ln X3-L2 ln X2-L3/(T+459.4)]
and where the primary thermal component is ep
=sinh (a se) x exP H1-ln X3 + Hx (T-H2)/(T+459.4)]
1 2 ep The symbols in the preceding relations are defined as Hx = H3 for T < H2
= H4 for T > H2 a
= (10-3/X2)*[H5-H6 (1-exp (-D/H7) )]
X2 = [0.25 + (R/P)/(R+1)]
= ratio of effective stress to the hoop stress in a thin pressurized tube X3 = (R/2P) x [(P+2)/(R+1)]/X2
= ratio of hoop strain to effective strain in a thin pressurized tube T
= temperature
= [F]
ep
= effective strain rate
= [1/hr]
F
= fast flux E. GT. 1Mev
= [n/cm x sec]
2 Se
= effective stress
= [psi]
0
= fluence E.GT. 1Mev
= [10 n/cm ]
21
XN-NF-84-25 (NP)
Page 25 The preceding relation has been fitted to pressurized clad-ding creep data on unirradi ated tubing.
For high strain rates, this relation approximates measured 0.2X yield strength values for both unirradi ated and irradiated tubings.
The values of the adjustable coefficients that correlate with the measured reactor interim profilometry data from cladding of ENC's coldworked and stressed relieved condition are:
g)
Transient and Accident Conditions For accident conditions, the plastic strain based on Hardy's data(33) is calculated as follows:
XN-NF-84-25 (NP)
Page 26
'here and eR
= rupture strain DT = rupture temperature minus actual mean clad temperature,
'F
( T < 200'F)
~
where TR is the rupture temperature in C,
Sh is the eng'ineering hoop stress in kpsi, and H is the ratio of the heating rate in 'C/s to 28'C/s (H varies from 0 to 1) as.recommended in NUREG-0630.(34)
The rupture strains are heating rate dependent as shown in Table 5.2.
h)
Irradiation Induced Growth Irradiation enhanced deformation processes in zircaloy have been attributed(35-40) to both stress and stress independent deformation mechanisms.
The stress independent mechanism is termed growth and is depen-dent on preferential diffusion of irradiation-induced defects due to the anisotropic crystalline structure of zircaloy.
XN-NF-84-25 (NP)
Page 27 The growth relation used to evaluate the growth of coldworked fuel cladding in the ROOEX2 code is based on an empirical fit of data col-lected in irradiated fuel rods.(4>)
The resultant relation is:
'where 0 = fast neutron fluence 1 Mev, (n/cm2) eg
= axial growth strain, (cm/cm)
Rod growth data from 750 ENC rods irradiated in the Oyster Creek, Big Rock
- Point, H.
B. Robinson, R. E. Ginna and Palisades Reactors were statistically analyzed to determine this relation.
The graphical comparison of this design relation to data assembled in comparable irradiation and design conditions with data error bars is shown in Figure 5.6.
Annealed zircaloy is used for the guide tubes to reduce assembly growth and the possibility of bundle bowing where lateral gradients in the fast flux exist.
The correlation developed for MATPRO(42) is:
where eg
= axial growth strain
= Lin/in]
T
= material temperature
= LK]
Fz
= texture factor CW
= cold work
= LX]
0
= fast fluence
.G.T. 1 Mev. = (n/cm2)
XN-NF-84-25 (NP)
Page 28 and for annealed guide tube material are the recommended material parameters to be used.
This relation has been compared with measured length changes on irradiated ENC PWR fuel bundles (see Figure 5.7).
- i. Fati ue Under Load C clin Cyclic mechanical strains can cause cumulative damage and subsequent. failure which may be predicted by fatigue analysis techniques.
O'Oonnel and Langer(>6) have developed a zircaloy fatigue analysis design curve which is presented in Figure 5.8.
This curve is based on fatigue test data with a margin of 2 on stress or 20 on number of cycles, whichever is the most conservative.
- 5. 2 FISSILE MATERIAL (URANIUM OIOXIOE) 5.2.1 Chemical Com osition a)
Uranium Content The uranium content shall be a minimum of 87.7X by weight of the uranium dioxide on a dry weight basis.
The oxygen to uranium ratio of the sintered fuel pellets shall be within the limits of 1.99 and 2.02.
The impurity content shall not exceed the individual element and total content limits. specified in Table 5.3, on a uranium weight basis.
XN-NF-S4-25 (ZP)
Page 29 The total equivalent boron content (EBC) shall not exceed 4.0 ppm on a uranium weight basis.
The total EBC is the sum of the EBC values of individual elements.
5.2.2 Thermal Pro erties a)
Thermal Expansion The expansion model for U02 is based on Conway and Fincel's(43) relationship, i.e.,
where:
,T = Temperature F
cx = coefficient of thermal expansion, (in/in)/F The curve of Conway and Fincel provides a conservative design limitation over the entire U02 temperature spectrum.
b)
Thermal Conductivit The thermal conductivity function for U02 is based on data by Lyons, et al(44),
and expressed as follows in the ROOEX2(7) and GAPEX(28) codes where T
= temperature,
'F K
= thermal conductivity
= (BTU/IHr x in x F])
Vf = void fraction
XN-NF-84-25'(NP )
Page 30 5.2.3 Mechanical Properties a)
Mechanistic Fuel Swellin Model The irradiation environment and fissioning events cause the fuel material to alter its volume and, consequently, its dimensions.
The following mechanisms are considered in the model:
o densification, the as-fabricated porosity is reduced or annihilated; solid fission products which are responsible for the "matrix swelling";
a large part of this is due to volatile fission products, such as cesium which can be reduced when the volatile fission products migrate out of the grains; 0
gaseous fission products which migrate to grain boundaries and form intergranular bubbles; o
swelling accommodation by as-fabricated porosity which reduces the net apparent swelling; o
hot pressing or swelling suppression in case of external restraint which limits or suppresses the gaseous swelling; o
columnar grain growth which results in radial fuel migration; o
pellet cracking or fuel relocation under thermal stress which results in substantial gap closure.
The details of the model are described in Appendix K
of the ROOEX2 report.(23)
XN-NF-84-25 (NP)
Page 31 b)
Fission Gas Release The evaluation of fission gas release is done by the RODEX2 code.(23)
For design evaluations of end-of-life pressures, pellet-cladding interaction and general thermal mechanical conditions, a physically based two-stage release model is used.
First stage fission gas release is to grain boundaries and then the second stage release is from the grain boundaries to the interconnected free gas volume.
This release model is described in detail in Appendix E of the RODEX2 report(23) and its cor rela-tion with measured data is described in the benchmarking section of the RODEX2 report.
,Figure 5. 10 is graphical representation of the comparative correlation between measured and predicted release.
The value used for the U02 melting point (unirradi ated) is 2805'C (5081'F).
Based on measurements by Christensen, et al.,(45) the melting point is reduced linearly with irradiation at the rate of 12.2'C (22.0 F) per 1022 fiss/cm3 or 32 C (57.6'F) per 104 MWd/MTU.
Tm = 2805 - 32 B
where:
Tm = melting point in 'C 8
= burnup in 104 MWd/MTU
XN-NF-84-25 (NP)
Page 32
- 5. 3 INCONEL SPRINGS 5.3.1 Chemical Com osition Coil springs are fabricated from Inconel X-750 wire or rod with an alloy composition in accordance with Table 5.4 (AHS 56998).
5.3.2 Ph sical Pro erties of Inconel Inconel X-750 springs are used in the fuel rod plenum to compress the fuel column.
These springs are made from wire stock formed into helical coil compression springs.
The design properties of this material are indicated in Figures 5.11 through 5.16.
The stress relaxation due to irradiation and temperature is shown for Inconel X-750 in Figure 5.17.
XN-NF-S4-25 (NP)
Page 33 Table 5.1 CHEMICAL COMPOSITION ZIRCALOY-4 Element Com ositioo, wtX Grade A-2)
Tl n Iron Chromium Oxygen Iron + Chromium Aluminum Boron (2)
Cadmium (2)
Carbon Chlorine Cobalt Copper Hafnium Hydrogen Magnesium Manganese Mo 1ybdenum Nickel Nitrogen Silicon Titanium Tungsten Uranium (total)
Maximum Im urities, wtX (1)
Oxygen limit shall be 1500 ppm.
(2)
Boron and Cadmium content require ingot certification only.
XN-NF-84-25 (NP)
Page 34 Tab1e 5.2 TABULATION.OF CLAOOING CORRELATIONS Rupture Temperature
('c)
<10'C/s Burst Strain
(~)
>25'C/s Burst Strain
(~)
600 625 650 675 700 725 750 775 800 825 850 875 900 925 950 975 1000 1025 1050 1075 1100 1125 1150 1175 1200
XN-NF-84-25(NP)
Page 35 Table 5.3 URANIUM.0IOX IDE IMPURITY LIMITS The impurity content of sintered fuel pellets shall not exceed the specified individual element and total content limits on a uranium weight basis.
~Impur it Aluminum Calcium plus Magnesium Carbon Chromium Cobal t Fluorine Fluorine plus Chlorine Hydrogen (including moisture)
Silicon Total Impurity Limit
XN-NF-84-25 (NP)
Page 36 Table 5.4 CHEMICAL COMPOSITION OF INCONEL X-750 WIRE OR ROO The composition shall conform to the following percentages by weight, determined by wet chemical methods in accordance with ASTM E354, by spectro-graphic methods in accordance with Federal Test Method Standard No. 151, Method 112, or by other approved analytical methods.
Carbon Manganese Silicon Sul fur Chromium Nickel + Cobalt Columbium + Tantalum Titanium Aluminum Iron Cobalt Copper Minimum Maximum
XN-NF-84-25(NP)
Figures 5.1 through 5. 17 (pgs.
37-53) have been deleted.
I I
~
5 i
)
~
l 1
~
~
XN-NF-84-25 (NP )
Page 54 6.0 MECHANICAL OESIGN EVALUATION 6.1 REACTOR OPERATING CONDITIONS FOR OESIGN The high burnup fuel assembly design is based on the following reactor operating conditions:
Core power level (Nominal)
Coolant operating pressure (Nominal)
Coolant flow rate (min.
9 nominal power)
Total Active core Heat generation fraction fuel rods Coolant inlet temperature (Nominal )
Number of assemblies in core 3250 MWt 2250 psia 135.6 x 106 lb/hr.
129.5 x 106 lb/hr.
97.45 536.3'F 193 The fuel shall be capable of load-follow operation between 50K and 100K of rated
- power, and not preclude the transients set forth in the FSAR. Reactor power ramping shall be in accordance with the limits established in the PREMACCX criteria, XN-NF-S30943, Rev. 2.(47) 6.2 FUEL ROO EVALUATION
- 6. 2.1 The fuel rods consist of cold worked and lightly stress relieved Zircaloy-4 cladding containing U02 pellets at 94.0X of theoreti-cal density.
The nominal diametral pellet cladding gap is 7.5 mils, the fuel column length is 144.0 inches, and total rod length is 152.065 inches.
The upper plenum contains an Inconel X-750 sprino.
The rods are purged, pressurized with helium, and sealed with Zircaloy-4 end caps fusion welded to the cladding.
Key fuel rod paramete'rs used as input to the design analyses are listed in Table 6.1.
XN-NF-84-25 (NP)
Page 55 a)
Cladding steady-state stresses shall not exceed the limits described in Article III-2000 of Reference 3,
as defined in Table 3.1.
b)
Maximum cladding strain shall'ot exceed 1.0X at end-of-life (EOL), or 1.0X during power transients.
c)
During power transients, the maximum hoop stress in the cladding is limited to a value of ksi to avoid failure by stress corrosion cracking.
This value of ksi corresponds to 80% of the failure threshold value, as determined by benchmarking(>3) for the standard ENC cladding.
d)
The cumulative usage factor for cyclic stresses shall not exceed 0.67.
e)
The fuel rod internal pressure at the end of the design life shall not exceed the system operating pressure.
f)
The fuel rods shall be designed, considering initial prepressurization, clad thickness, and plenum spring characteristics, such that significant axial gaps cannot form during the fuel life so that clad creep collapse cannot occur.
Analysis of the cladding ovality and creepdown shall show that, the overall creepdown is less than the BOL minimum specified cold pellet/cladding gap.
g)
Fuel rod creep bow throughout the design life of the assemblies shall be limited so as to maintain licensing and operational limit restraints.
XN-NF-84-25(NP)
Page 56 h)
For the projected fuel rod design lifetime and operating conditions, the hydrogen content of the cladding shall not exceed 300 ppm, on a cladding weight basis, under the most adverse projected power conditions within coolant chemistry limits.
Cladding wall thinning due to generalized corrosion shall not exceed over the projected fuel rod lifetime.
i)
The fuel rod plenum spring shall maintain a positive compression on the fuel column during shipping and durina the fuel densifi-cation stage.
j)
Fuel rod growth shall be accommodated by axial clearance between the rod and the assembly tie plates.
k)
Cladding Temperatures shall not exceed:
Inside Surface Outside Surface Volumetric Average 1)
Pellet temperatures shall not exceed the melting temperature during normal operation and anticipated transients.
a)
Cl addinq Stead -State Stresses Each individual stress as described in the following paragraphs was calculated at both the inner and outer surfaces of the cladding.
XN-NF-84-25(NP)
Page 57 Primary Stresses Primar Membrane Stresses The primary membrane stresses are produced by the coolant pressure and fuel rod fill gas pressure.
The stresses are calculated by the Lame'quations recommended by P. Shariffi and E.
P.. Popov.(48) shoop
= I.PiRi2 PoRo2
+ (RiRo/r)2 (Pi'-Po)] / (Ro2 Ri2) sradial
= LPiRi2 - PoRo2 (RiRo/r)2
( i-Po)j / (Ro2 Ri2) where saxial
= (shoop
+ sradial) /2.0 Po
=
Pi R
Ro
=
primary membrane
- stress, psi external
- pressure, psi internal pressure, psi any radius in the cladding, inches internal radius, inches outside radius, inches
XN-NF-84-25 (NP )
Page 58 Primar Bendin Stresses Bending stresses due to ovality are calculated with Timoshenko's equation(4g).
6U P
shoop
+
sbending
=
shoop where:
shoop Lame 'rimary membrane stress, Psi U
=
~oval lt 4
max mi n t
=
minimum 2 wall thickness Pa
= critical collapse pressure for perfect tube, psi E
t Po - Pi Elastic Modulus, Poisson's Ratio mean radius, inch
XN-NF-84-25 (NP)
Page 59 Secondar Stresses Claddin Thermal Gradient Stresses Fuel rods operate with a temperature gradient across the cladding wall which may result in significant thermal stresses no stress relaxation, thermal stresses are calculated by(5O):
Assuming EaaT l i ln ri r
Eea T 2(1-v )ln rrL saxi al 1
sr adi al
=
s axi al shoop 1
2
~l'e 2
ri ln ri 2 ln ro r
where E
=
Elastic Modulus a
=
Coefficient of Thermal, Expansion 4 T
=
Temperature
- Gradient, from RODEX2 code Poisson's Ratio
XN-VF-84-25 (NP)
Page 60 Restrained Thermal Bow Stress due to circumferential gradients are con-servatively estimated using relationships from Timoshenko and Gere(5>).
+ EaaT where:
+ EaaT shoop
=
271=v)
E
=
Elastic Modulus a
=
thermal expansion coefficient a T
=
temperature differential around a tube assumed for design calculations to be equal to 20'F.
v
=
Poisson's Ratio Restrained Mechanical Bow Stress from mechanical bow between
- spacers, assuming maximum-as-built fuel rod bow is zero, is taken from Roark(52):
where:
s
=
SEra
~L E
=
Elastic Modulus r
=
outer radius, inch L
=
distance between
- spacers, inches a
=
maximum rod bow
XN-NF-84-25'(NP)
Page 61 Flow Induced Vibration Stresses Vibrational stresses due to flow induced vibrations is calculated with the Paidoussis'(53~54) analysis which assumes the following:
1)
The structural stiffness of the fuel rod is due to the cladding only.
2)
The sections of the fuel rod between spacers.
and/or tie plate supports are modelled structurally as a simple beam with pinned ends.
3)
Flow velocity, viscosity, and virtual mass for the amplitude calculations are evaluated as suggested by Paidoussis.
5n 2 Erd saxial 2
where:
d
= vibration amplitude Contact Stress From Spacer S rings The contact stresses at the spring locations are calcu-lated using the finite element model shown in Figure 6. l.
Calculations were performed with the ANSYS(46) general purpose finite element code.
The circumferential and axial stresses induced by the contact load are incorpo-rated into the results.
Combined Stresses The applicable stresses in each orthooonal direction were combined to get the maximum stress intensities.
The analysis was performed at beginning-of-life (BOL) and end-of-life (EOL) at cold and hot
XN-NF-84-25 (NP)
Page 62 conditions.
The maximum stress intensities given below did not exceed the stress limits.
Stress Intensit (psi)
Maximum Limit Primary Membrane Primary Membrane
+ Bending Primary + Secondary Fuel Rod End Cap Zircaloy end caps are seal welded to each end of the fuel rod cladding.
The stress analysis is performed at the lower end cap since the maximum temperature gradients occur at this end.
The mechanical stress is caused by the pressure differential across the rod wall and by the axial load of the pellet stack weight and the plenum spring force.
The thermal stress is caused by the temperature gradient between the end cap and the heat generating pellets.
The stress analysis is for the standard ENC end cap design and envelopes both PWR and BWR applications.
The ANSYS code,(4<)
which allows thermal as well as stress
- analyses, was used to model the subject rod region.
The problem was solved by a thermal pass and a stress
- pass, where the stress analysis used the results of the thermal analysis as part of its input.
The model is in axisymmetric geometry and was set-up such that the element system could be used in both analyses.
The weld-joint region of the model is shown in Figure 6.2.
The maximum weld stress intensity of psi is well below the design limit of psl
~
XN-NF-84-25(NP)
Page 63 b)
Stead State Strain Anal ses The cladding steady-state strain was evaluated with the ROOEX2(23) code, latest version, as approved by the USNRC in 1983.
The code calculates the thermal-hydraulic environment at the cladding
- surface, the pressure inside the cladding, and the thermal, mechanical and compositional state of the fuel and cladding.
Calculations are performed for the worst expected fuel rod power and fast flux history to determine a
conservative history in terms of cladding strain.
In addition to evaluation of the fuel rod steady-state cladding strain, ROOEX2 determines the initial conditions for fuel rod power ramping analyses and the minimum fuel rod internal pressures for cladding creep analyses.
Pellet density, swelling, densification, and fission gas release or absorption
- models, and cladding and pellet diameters are input to ROOEX2 to provide the most conservative subsequent ramping or collapse calculations for the reference fuel rod design.
The fuel rod performance characteristics modelled by the ROOEX2 code are:
o Gas Release and Absorption o
Radial Thermal Conduction and Gap Conductance o
Free Rod Volume and Gas Pressure Calculations o
Pellet-Cladding Interaction o
Fuel Swelling, Densification, Cracking and Crack Healing o
Cladding Creep Deformation and irradiation Induced Growth The calculations are performed on a time incremental basis with conditions updated at each calculated increment so that the power
XN-NF-84-25 (NP)
Page 64 history and path dependent processes can be modelled.
The axial dependence of the spatial power and burn-up distributions are handled by dividing the fuel rod into a number of fuel segments which are modelled as radially dependent regions whose axial deformations and gas release are summed.
Power disributions can be changed at any desired time and the coolant and cladding temperatures are readjusted at all axial nodes.
Oeformations of the fuel and cladding and gas release are incrementally calculated during each period of assumed constant power generation.
Gap conductance is calcu-lated for each of these incremental calculations based on gas release through-out the rod and the accumulated deformation at the center of each axial region within the fueled region of the rod.
These deformation calculations consider fuel densification, swelling and cracking, thermal expansion, cladding creepdown, irradiation induced growth, and fuel creep and crack healing.
The peak discharge burnup fuel rod was analyzed for maximum EOL cladding strain.
The design power history for this rod is summarized in Table 6.2.
The result of the steady state strain analysis has been plotted in Figure 6.3.
The vertical axis is the variation of cladding internal radius (ORCC
=
R -
R [BOL]) in mils at the axial location of maximum strain.
The horizontal axis is exposure time in hours.
The analysis shows that the cladding is a'Iways under negative circumferential strain.
Thus, the criterion of 1.0Ã maximum at EOL is satisfied.
The minimum strain, strain at
- EOL, and the net outward creep strain for the axial region with the maximum positive strain increase are as follows:
Minimum Strain, X
Strain at
- EOL, X
Positive
- Increase, X
-0.67
-0.38
- 0. 29
XN-NF-84-25 (NP)
Paqe 65 c)
Ramp Stress and Strain Anal sis The clad response during ramping power changes is calculated with the RAMPEX code.(13)
This code calculates the Pellet-cladding interaction during a power ramp.
The initial conditions are obtained from RODEX2 output.
The RAMPEX code considers the thermal condi-tion of the rod in its flow channel and the mechanical interactions that result from fuel creep, crack healing, and cladding creep at any desired axial section in the rod during the power ramp.
As compared to RODEX2, RAMPEX additionally models the pellet cladding axial stess interaction, primary creep with strain hardening, the effects of pellet chips and local-ized stresses due to ridging.
The benchmarking of the 1981 versions of these codes has determined a failure threshold stress for ENC cladding, 80K of which is used as a design limit.
The power history assumed for this analysis was the same as that used for steady-state strain analysis (Table 6.2).
This power hi story was divided into three cycles, modelling the projected fuel shuffling during the fuel life.
The conditions at the end of each cycle obtained with the ROOEX2 code are used as input data for the RAMPEX code.
End-of-cycle conditions are used in order to simulate chip relocation effects during fuel shuffling.
The rods under consideration were ramped to the maximum power in accordance with the PREMACCX criteria.(47)
In addition, the maximum
XN-NF-84-25 (NP)
Page 66 clad strains due to each ramp were examined.,
The maximum strains, including primary and secondary thermal creep, were below the lX strain limit.
d)
Claddin Fati ue Usa e
In addition to the ramp strain analyses, a fatigue usage factor for the cladding was calculated.
The calculations were based upon the typical duty cycles summarized in Table 6.3.
As in the cladding ramp strain analysis, the power ramp rate for reactor startup was assumed to follow ENC's PREMACCX preconditioning recommendation.
Cladding stress amplitudes for the various power cycles were determined from RAMPEX analyses.
The initial conditions were obtained from ROOEX2 outputs.
RAMPEX analyses were run for each cycle at the plane of maximum contact pressure.
Power swings from OX to 100K power were,run to the FqT limit for the peak rod and a proportionate increase for other rods.
Power swings from an intermediate power to 100K power were run to 112% of nominal power to account for potential reactor power distribution variations.
The allowed number of stress cycles is determined by conservative relations deduced from the fatigue curves of 0'Oonnel and Langer.(~6)
Results of the analysis are shown in Table 6.4.
The overall fatigue usage factor of 0.20 is within the 0.67 design limit.
e)
Internal Pressure A ROOEX2 analysis was performed to evaluate the end-of-life (EOL) fuel rod internal pressure.
To prevent cladding instability, the rod internal pressure cannot exceed the system pressure or else the cladding may creep away from the pellet, which increases the fuel rod pellet tempera-tures.
Higher fuel temperatures result in increased fission gas release
XN-NF-84-25 (NP)
Page 67 and, therefore, higher internal rod pressures.
The results of this analysis show the EOL internal rod pressure does not exceed the system pressure of 2250 psi a.
The fuel rod will, therefore, remain stable throughout the expected power history.
~c Creep collapse calculations are performed with the ROOEX2(23) and COLAPX(55.56) codes in accordance with the method described in the extended burnup repor t.(22)
The ROOEX2 code determines the cladding temperature and internal pressure history based on a model which accounts for changes in fuel rod volumes, fuel densification and swelling, and fill gas absorption.
Minimum fill gas pressure, maximum fuel densification, minimum cladding wall thickness and nominal pellet dimensions are assumed.
The reactor coolant, fuel rod temperature, and internal pressure histories generated by the RODEX2 analysis are input to the COLAPX code along with a conservative statistical estimate of initial cladding ovality and the fast flux history.
The power and fast neutron flux histories for the peak power rod are utilized.
The COLAPX code calculates, by large deflection theory, the ovality of the cladding as a functon of time while the uniform cladding creep down is obtained from the ROOEX2 analysis.
If significant gaps
(>1.3 rod diameter) are not allowed to form, then ovality, as predicted by the COLAPX evaluation, cannot occur beyond the point of fuel support.
The ENC fuel rod design uses an Inconel X750 plenum spring to maintain an axial load on the pellet column well beyond the time when pellet densification is complete.
This assists in the prevention of axial gaps.
The limited pellet resinter densification also
XN-NF-84-25 (NP)
Page 68 assures the presence of stable fuel so that the formation of significant gaps is prevented, and so that clad support is available during the life of the fuel.
In order to guard against the highly unlikely event that enough densification occurs to form pellet column gaps of sufficient size to allow clad flattening, the following evaluation was performed.
The combination of cladding ovality increase calculated with COLAPX and the diametral creepdown calculated with ROOEX2 was determined.
At a rod average burnup of when densification is essentially complete, the combined creepdown the cladding minor axis does not exceed the minimum initial diametral fuel cladding gap This allows the fuel column to relocate axially without the formation of axial gaps so that creep collapse will not occur.
q)
~Rod Bowin Fuel rod bow is determined throughout the life of the fuel assembly so that reactor operating thermal limits can be established.
These limits include the minimum critical heat flux ratio associated with protection against boilinq transition and the maximum fuel rod LHGR associated with protection of metal-water reaction and peak cladding temperature limits for a postulated loss of coolant accident (LOCA).
ENC's rod bow measurements have been used to establish an empirical model for determining rod bow as a function of burnup which is used to calculate thermal limits.
The gap spacing data which is summarized in Fiqure 6.4 shows that the bow tends to stabilize at higher burnups.
In addition, the fuel at high burnups is not limitinq from a thermal margin standpoint due to its lower power.
XN-NF-84-25 (NP)
Page 69 h)
Corrosion La er and H dro en Absorption Anal ses The thickness of the corrosion layer and the amount of hydrogen absorbed by the cladding have been evaluated with the ROOEX2 code for the peak discharge fuel rod power history.
An initial maximum hydrogen content of 35 ppm was
- assumed, giving the following results:
Calce1ated A11owed Hydrogen content (PPM)
Thickness of Corrosion Layer (in) i)
Fuel Rod Plenum Sprinq The major functional requirements on the plenum spring occur during shipment and during the densification of the fuel.
Since both of these situations occur relatively early in the life of the fuel, no reanalysis is required for extended burnup.
j)
Fuel Rod Growth Growth data from ENC PWR assemblies which have burnups to 40000 MWO/MTU are shown in Figure 5. 6.
Growth strain was correlated to fast fluence.
The fuel rod qrowth model has been incorporated into the ROOEX2 code.
The calculated growth for the maximum rod burnup was Conservatively assuming no guide tube growth, and adding a
design tolerance on rod growth, a minimum end-of-life clearance margin of is available.
k)
Cl addin Temperature A ROOEX2 analysis was performed for the O.C.
Cook Unit 1 design fuel rod to evaluate the peak cladding temperatures during the
XN-NF-84-25 (NP)
Page 70 design life of the fuel.
The results, using conservative
- inputs, are as follows:
Calculated Oesign Criteria Clad I.D. ('F)
Clad 0.0. ('F)
Volumetric Avg. ('F) 1)
Fuel Pel let Temper ature Fuel pellet temperatures reach a peak early in life; therefore, no reanalysis is required for extended burnup.
6.3 FUEL ASSEMBLY EVALUATION 6.3.1 General Oescri tion The fuel assemblies consist of a 15x15 array occupied by 204 fuel rods, 20 guide tubes and one instrument tube.
Seven Zircaloy-4 spacers with Inconel 718 springs are positioned along the length of the assembly to locate the fuel rods and tubes, and are attached to the guide tubes by resistance spot weld.
The guide tubes are mechanically attached to the upper and lower tie plates to form the structural skeleton of the fuel assembly.
to provide for:
The mechanical design criteria for the fuel assembly are o
Dimensional Compatibility o
Differential Thermal Expansion and Irradiation Growth Allowance o
Fuel Rod Support o
Fuel Assembly Holddown o
Upper Tie Plate Removability o
Handling and Storage Limits
XN-NF-84-25 (NP)
Page 71 Since the design is unchanged, only the irradiation qrowth allowance and the fuel rod restraint are affected by the extended burnups.
Specifically, the criteria require the design to provide adequate clearance between the tie plates to accommodate fuel rod
- growth, and adequate clearance between the fuel assembly and core plates to accommodate fuel assembly growth.
The criteria for fuel rod support is to provide for sufficient spring force at EOL to minimize flow-induced vibra-tions and to prevent fretting corrosion at the spacer-fuel rod contact points, considering the effects of irradiation-induced spring force relaxa-tion.
Fuel Assembl Growth - The limiting condition for fuel assembly growth is at end-of-life after cooldown.
Secause of the higher coefficient of thermal expansion for the stainless steel core structure relative to the Zr-4 guide tubes, differential thermal expansion increases the assembly/internals structure clearance during heatup and reduces the clearance upon cooldown.
The guide tube growth data for ENC irr adiated fuel assemblies has generally been conservatively predicted by the MATPRO(42) data for annealled Zr-4.
Projecting the D.C.
Cook assembly growth measure-ments (Figure 6.3) to the enveloping 43,700 MWd/MTU peak rod burnup, provides a conservative margin of about 4X between the O.C.
Cook assembly growth and that given by MATPRO.
The maximum EOL fuel assembly length predicted by MATPRO assuming the peak rod average fluence for the guide tubes is
- inches, which leaves inch clearance with the core plate to core plate separation of 160.50 inches.
XN-NF-84-25 (NP)
Page 72 S acer S rin Relaxation - The Inconel-718 spacer springs are known to relax during irradiation and the fuel rod cladding tends to creepdown.
- Together, these two character istics combine to reduce the spacer spring force on a fuel rod during its lifetime.
These characteristics have been considered in the design of the spring to assure an adequate holding force when the assembly has completed its design operating life.
Based upon ENC laboratory testing, the residual spacer spring holding force can be very low without resulting in fretting damage to the cladding.
Extensive flow tests have been performed on ENC assemblies under various spacer spring load conditions.
These tests have covered the range of no spring relaxation (i.e.,
new fuel) to total relaxation.
In testing of up to 1000 hours0.0116 days <br />0.278 hours <br />0.00165 weeks <br />3.805e-4 months <br /> duration, there was no measurable fretting wear, with up to 100K relaxation provided there was contact between the spacer spring and the fuel rod.
Fretting occurred only where there was a visible gap between the fuel rod and the spring.
Spacer spring relaxation and rod creepdown characteristics have been monitored in relation to burnup on both BWR and PWR fuel rods by measuring the force required to pull a fuel rod through a spacer.
Oata have been obtained on fuel rods of several reactor types, including ENC 15x15 rods for Westinghouse
- reactors, which have attained an assembly burnup of 47700 MWd/MTU.
Inspection of the 15xl5 rods showed no evidence of signifi-cant fretting or wear damage at the contact points.
The spacer spring relaxation, based on this and other data, follow an asymptotic relationship with burnup.
For the rod and spacer
XN-NF-84-25 (NP)
Page 73 spring type incorporated in O.C.
Cook 1, the average spring force at 47700 MWd/MTU is approximately SX of the initial spring force.
The spring force at the top and bottom of most grids is at least 24K of the initial spring force.
A minimum of SX is required at the rod ends to counter forces produced by flow-induced vibration, while contact is required in the central grids.
The residual spring force is, thus, adequate to prevent fretting wear during extended burnup.
Oue to the substantial restraint forces remaininq at the ends of the rods, the positive flow vibration test results of ENC desiqns with fully relaxed springs, and the successful irradiation experience of ENC fuel to high burnup levels, the spacer-rod support system is projected to provide ample restraint to prevent fretting vibration to the projected 41,000 MWd/MTU assembly design burnup.
XN-NF-84-25 (NP)
Page 74 Table 6.1 FUEL ROD PARAMETERS USED IN DESIGN EVALUATION CLADDING Inside Diameter Outside Di ameter Maximum Ovality PELLET Outer Diameter Fractional Dish Volume Shoulder Width Fractional Initial Density Length Maximum Resinter Densification ROD Active Fuel Length Fill Gas Pressure
XN-NF-84-25 (NP)
Page 75 Table 6.2 D.C.
COOK UNIT 1 EXTENDED EXPOSURE STUDY -
POWER AND FAST FLUX HISTORY FOR THE PIN WITH MAXIMUM DISCHARGE EXPOSURE Time During Exposure (Hour s)
Pin Exposure Pin Power (MWd/NT)
(kW/A)
Pin Fast Flux
() 1 MeV)
(1013ncm-2 sec-'1) 0 1,526 3, 358 5,790 6,289 6,289 7,815 9,647 11,479 12,578 12,578 15,088 17,599 20,109 22,619 23,404 0
3,091 6,775 10,408 12,562 12,562 15,469 18,823 22,146 24,132 24,132 28,532 33,079 37,679 42,266 43,700
- 8. 82
- 8. 47
- 8. 38
- 8. 25 8.17
- 7. 68
- 7. 76
- 7. 62 7.59
- 7. 59 7.36
- 7. 50
- 7. 70
- 7. 70 7.64 7.64
- 8. 12 8.03 8.21 8.34 8.41
- 7. 90
- 8. 18 8.25 8.44 8.56 8.31 8.75 9.28 9.59 9.81 9.91
XN-NF-84-25'(NP)
Page 76 Table 6.3 DUTY CYCLES Type 1 - Ramp to FOT or Fractional Increase of Peak Rod Return to 100K Power After Shutdown Step Load Increase (0-40-100)
T e
2 - Ram to 112K of. Nominal Power Load Fol low (100-60-100)
Operator qualification (100-50-100)
Operator qualification (100-80-100)
Frequency 19/Year 2/Year 1/Day 12/Year I/Week Table 6.4 CLADDING FATIGUE ANALYSIS
SUMMARY
Reactor
~C'c le 1
(12-Month) 2 (12-Month) 3 (18-Month )
Duty.
~Cc1 e Type I Type II Type I Type II Type I Type II Peak Stress Amplitude ksi 19,235 3,025 32,545 6,810 34,595 11,360 Actual
~Ccles, n
21 429 21 429 32 644 Al 1 owab 1 e
~Ccles, N
5, 318 106 486 106 368 104 Usage
- Factor, n/N 0.0039
< 0.0004 0.0432
< 0.0004
- 0. 0870
< 0.0644 g n/N
=
0.20
XN-NF-84-25(NP)
Figures 6.1 through 6.5 (pgs.
77-81) have been deleted.
XN-rS-84-25 (NP)
Page 82
7.0 REFERENCES
2.
Generic Fuel Design for 15xl5 Reload Assemblies for Westinghouse
- Plants, XN-75-39.
Not Used.
3.
4.
5.
6.
7.
ASME Boiler and Pressure Vessel. Code,Section III, 1971 Edition, ew or,
H. S.
Rosenbaum, "The Interaction of Iodine with Zr-2", Electrochemical Technolo Volume 4, Number 3-4 (March-April 1966).
A. Garlick, Stress Corrosion Crackin of Zirconium Allo s in Iodine
~Va our, Brmtis nergy on erence, on on, u y R. A. Lorenz, J. L. Collings, S.
R. Manning, Fission Product Release From Simulated LWR Fuel, NUREG/CR-0274, ORNL c o er 978.
M. Peels, H. Stehle, and E. Steinberg, Out-of-Pile Testin of Iodine Stress Corrosion Crackina in Zircalo u
sn sn e at>on to t e
- enomenon, ourth nternatsona on erence on srcon>um sn the
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8.
9.
10.
Nukleare Sicherheit, Halbjahresbericht 1977/1, KFK 2500, Kernforschungszentrum, ar sruhe, ecember 7.
A. K. Miller, et al, Zircaloy Cladding Deformation and Fracture Analysis EPRI NP-856, August 1978.
Stress Corrosion Cracking of Zircaloys, SRI International, EPRI NP-1329, March 1980.
12.
13.
14.
15.
EPRI-NASA Cooperative Project on Stress Corrosion Cracking of Zircaloy, SRI International, EPRI NP-717, March 1978.
K. R. Merckx, RODEX2 Fuel Rod Thermal-Mechanical
Response
Evaluation
- Model, NN-NF-B -
, August RAMPEX Pellet-Clad Interaction Evaluation Code for Power
- Ramps, ay A. A. Bauer, L. M. Lowry, and J.
S. Perrin, Process on Evaluating Stren th and Ductility of Irradiated Zircalo During u
through eptem er eptem er.
A. A. Bauer, L. M. Lowry, W. J. Gallaugher, and A. J. Markworth, Evaluatina Strenath and Ductilit of Irradiated Zircalo uarter ro ress eport anuar throuah March NU G/CR-0085, BMI-,
une 9
XN-NF-84-25 (NP)
Page 83 REFERENCES (Continued) 16.
W. J.
O'Oonnel and B. F. Langer, "Fatigue Design Bases for Zircaloy Components,"
Nuclear Science and Enqineerinq, Volume 20, January 1964.
17.
D. 0. Pickman, "Design of Fuel Elements".
Unpublished paper prepared for presentation at the "Advanced Course on limiting Aspects of Fuel Element Performance in Water-Cooled Reactors",
organized by the Netherlands-Norwegian reactor School at Institutt for Atomenergi, Norway, August 24-28, 1970.
18.
G.
O. Fearnehaugh and A. Cowan, "The Effect of Hydrooen and Strain Rate on the Ductile-Brittle Behavior of Zircaloy", Journal of Nuclear Materials.
May 1967, Volume 22, pp.
137-14 19.
R. L. Knecht and'P.
J. Pankaskie, Zircalo -2 Pressure
- Tubina, BNWL-746, December 1968.
20.
H.
W. Wilson, K. K. Yoon, and O. L. Baty, "The Effect of Fuel Rod Design on SCC Susceptibility",
ANS Li ht Water Reactor Fuel Performance Conferences,
- Portland,
, Apri
-May 21.
A. A. Bauer, L.
M. Lowry, W. J. Gallaugher, and A. J.
Markwor th, Evaluating Stren th and Ouctilit of Irradiated Zircaloy-uar er ro ress eport u
rou eptem er
-NUREG-1985, cto er 22.
XN-NF-82-06, gualification of Exxon Nuclear Fuel for Extended
- Burnup, June 1982.
23.
XN-NF-81-58(A), Revision 2, "Fuel Rod Thermal-Mechanical
Response
Evaluation Model", March 1984.
24.
XN-NF-75-48, "Definition and Justification of Exxon Nuclear Company ONB Correlation for PWR's", October 1975.
25.
Not Used.
26.
XN-NF-75-21(P), Rev.
2, "XCOBRA-IIIC:
A Computer Code to Determine the Distribution of Coolant During Steady-State and Transient Core Operation",
September 1982.
27.
Not Used.
28.
K. P. Galbraith, GAPEX, XN-73-25, August 1973.
29.
E.
- Ouncombe, Westinghouse (USA) Report, WAPO-TM-794, (1968).
XN-NF-84-25 (NP)
Page 84 REFERENCES (Continued) 30.
H. R. Higgy and F.
H.
Hammad, "Effect of Neutron Irradiation on the Tensile Properties of Zircaloy-2 and Zircaloy-4," J. of Nuclear Materials, 44, August 1972.
31.
B. Watkins and O.
S.
- Wood, The Si nificance of Irradiation Induced Creep on Reactor Performance o
a
>rca o -
ressure
- ube, pp ications e ate enomena or srconsum an ts o s, erscan ocsety or esting an ateria s,
, pp.26-240.
32.
O. Lee, C. F. Shih, F. Zaverl, Jr.
and M. O. German, Plastic Theories
- li R
May 33.
D. G. Hardy, Hiqh Temperature Expansion and Rupture Behavior of Zirca-loy Tubin,
C N-ater eactor a ety, arch p.54-273.
34 O. A. Powers, R. 0. Meyer, Claddin Swellino and Rupture Models for E -0 3, 35.
E.
- Ouncombe, F. A. Nichols, S.
H. Leiden and W. F. Bourgeois, Prediction ecem er 36.
R.
V. Hesketh, J.
E. Harbottle, N. A. Waterman and R.
C. Loff, "Irradia-tion Growth and Creep in Zircaloy-2," Radiation Oama e in Reactor Materials, Volume 1, Proc. of Vienna Synposium, I
37.
E.
R. Gilbert, "In-Reactor Creep of Reactor Materials," Reactor Technoloa Volume 14, 1971.
38.
R.
C. Daniel, "In-Pile Dimensional Changes of Zircaloy-4 Tubing Having Low Hoop Stresses,"
Nuclear Technoloa, Volume 14, May 1972.
39.
P. J. Pankaskie, Irradiation - Effects on the Mechanical Properties of Zirconium and Dilute srconsum o s, N- -,
u y 40.
R.
V. Hesketh, "Non-Linear Growth in Zircaloy-4", Journal of Nuclear Materials, 30, (1969),
Paqes 219-221.
41.
D.
R. Packard, An Anal ical Expression Factor-Reactor Growth of ENC Fuel
- Rods, XN-NF, August 9
42.
O. L. Hagrman, G. A. Reymann and R.
E.
- Mason, "MATPRO Version II (Revi-sion 2),
A Handbook of Materials Properties for se in the na ysis o
t ater eactor ue o
e av>or, ev.
ugust
XN-NF-84-25 (NP)
Page 85 REFERENCES (Continued) 43.
J.
B. Conway and R.
M. Fincel, "The Thermal Expansion and Heat Capacity of U02 to 2000'C," Trans.
Am. Nucl. Soc.,
6, June 1963.
44.
Lyons, et al, "U02 Properties Affecting Performance",
Nuclear En ineerin Desi n, 21, pp 184-185 (1972).
45.
J.
A. Christensen, et al, "Melting Point of Irradiated U02", WCAP-6065, February 1965.
46.
ANSYS - Engineering Analysis System Theoretical
- Manual, P.
C. Kohnke, 1977.
ANSYS - User's
- Guide, 1979.
Swanson Analysis System,
- Houston, PA.
47.
"Preliminary Exxon Nuclear Maneuvering and Conditioning Criteria (PREMACCX)", XN-NF-S30943, Rev.
2, July 1983.
48.
P. Sharifi and E.
P.
Popov, Refined Finite Element Anal sis of Elastic Plastic Thin Shells o
evo utson, ecem er
, 28, 49.
S. Timoshenko, Stren th of Materials, Part 2, D.
Van Nostran, New York, NY, sr
- stion, 50'.
XN-75-27, "Exxon Nuclear Neutronic Design Methods for Pressurized Water Reactors",
Exxon Nuclear Company, June 1975.
51.
S.
Timoshenko and J.
M. Gere, Theory of Elastic Stabilit, McGraw-Hill, Inc.,
New York, 1
52.
R. J. Roark, Formulas for Stress and Strain, McGraw-Hill, Inc.,
4th Edition 1
page 53.
M. P. Paidoussis and F. L. Sharp, "An Experimental Study of the Vibration of Flexible Cylinders Induced by Nominally Axial Flow",
Transactions of American Nuclear Societ
, ll (1),
pages 352-353, 54.
M. P. Paidoussis, The Amplitude of Fluid Induced Vibr ations of C linder in Axial ow, arc 55.
K. R. Merckx, "Cladding Collapse Calculational Procedure",
JN-72-23, November 1972.
56.
XN-NF-72-23, Revision 1, "Cladding-Collapse Calculational Procedure".
XN-NF-84-25(NP)
Issue Date:
8/21/84 MECHANICAL DESIGN REPORT SUPPLEMENT FOR D.C.
COOK UNIT 1 EXTENDED BURNUP FUEL ASSEMBLIES Distribution JC Chandler RA Copeland NL Garner NRC/JC Chandler (15)
Document Control (5)