ML20128M541

L* Tube Plugging Criteria for Tubes W/Degradation in Tubesheet Roll Expansion Region of Farley Unit 2 Sg

ML20128M541
Person / Time
Site:	Farley
Issue date:	10/08/1996
From:	WESTINGHOUSE ELECTRIC COMPANY, DIV OF CBS CORP.
To:
Shared Package
ML19355E456	List: ML20128M469 ML20128M482 ML20128M515 ML20128M541
References
WCAP-14698, NUDOCS 9610160112
Download: ML20128M541 (83)

Text

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Attachment 4

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WCAP-14697, "L* Tube Plugging Criteria for Tubes with Degradation in the Tubesheet Roll Expansion Region o> the Farley Unit 2 Steam Generators" (Proprietary)

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and WCAP-14698, "L* Tube Plugging Criteria for Tubes with Degradation in the Tubesheet Roll Expansion Region of the Farley Unit 2 Steam Generators" (Non-Proprietary) 4 P

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9610160112 961008 PDR ADOCK 05000364 P PDR

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WESTINGHOUSE NON-PROPRIETARY CLASS 3 l l

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i WCAP-14698 i

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4 L* TUBE ALTERNATE PLUGGING CRITERIA FOR TUBES  !

l WITH DEGRADATION IN THE TUBESHEET ROLL EXPANSION REGION OF THE FARLEY UNIT 2 STEAM GENERATORS July 1996 i

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4 WESTINGHOUSE ELECTRIC CORPORATION NUCLEAR SERVICES DIVISION P.O. BOX 158 MADISON, PENNSYLVANIA 15663 C1996 WESTINGHOUSE ELECTRIC CORPORATION

ALL RIGHTS RESERVED

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ABSTRACT 1

An evaluation has been performed to develop repair criteria for tubes with degradation in the full l depth hardroll expanded region of the Farley Unit 2 steam generator tubes. Criteria are ,

l developed based on maintaining structural adequacy of the tube to resist tube pullout forces.

A previously deve.1oped F* criterion specifies a distance below the bottom of the roll transition,  ;

in which no degradation is permissible; below the F* length, all types of degradation may be left in service independent of the number or nature of eddy current indications. However, because tubes may be found with degradation within the F* region, it is desirable to develop a criterion j which will permit a significant number of such tubes to remain in service. An L* criterion based on adequate axial strength and acceptable leakage is developed in this report. An L* value of 0.50 inch is established, such that certain types of tube degradation below the L* distance are acceptable for continued plant operation. For application of L*, at least 1.87 inches (plus .

allowances for eddy current uncertainties) of sound, undegraded tubing are required below the  !

bottom of the roll transition, with no more than two bands of axial degradation (crack angles 5; 30 from tube axis) separating the sound portions of tubing. Below the required undegraded region, all types of degradation may be left in service independent of the number or nature of eddy current indications.

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The evaluation demonstrates that application of the L* criterion, in conjunction with F*, for indications of tube degradation within the roll expansion affords a level of reliable operation  !

commensurate with that provided by Regulatory Guide 1.121 for degradation located outside of the tubesheet region.

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1 L* TUBE ALTERNATE PLUGGING CRITERIA FOR TUBES WITH DEGRADATION IN THE TUBESHEET ROLL EXPANSION REGION OF THE FARLEY UNIT 2 STEAM GENERATORS TABLE OF CONTENTS Section Topic Page

1.0 INTRODUCTION

1-1 1.1 Background 1-2 1.2 Criteria Development Fundamentals 1-3 1.3 Elastic Preload Between the Tube and Tubesheet 1-5 2.0 DEVELOPMENT OF L* CRITERIA FOR FARLEY UNIT 2 2-1 2.1 Leakage Considerations 2-1 2.2 Strength Considerations 2-2 2.3 Resistance to Leakage of Degraded Roll Expansions 2-3 2.3.1 Applicability of 3/4 Inch Tube Tests 2-4 2.3.2 Resistance to Leakage 2-5 2.4 Leakage Criterion and Projected Leakage from Degraded Roll Expansion 2-6 2.4.1 Leakage Criterion 2-6 2.4.2 Leakage Projected 2-9 7.5 Application of the 3/4 Inch Tube Axial Load Bearing Test Results 2-9 2.6 Application of 3/4 Inch Tube Test Results for the Axial Load Bearing 2-9 Capability of Degraded Roll Expansions 2-9 2.6.1 Maximum Axial Load Criterion 2-9 2.6.2 Evaluations 2-11 2.6.3 Results 2-14 2.6.4 Conclusion 2-15 2.7 Pullout Load Reaction and RPC Inspection Lengths 2-15 2.7.1 Single Band Degradation 2-16 2.7.2 Multiple Band Degradation 2-16 2.7.3 Technical Specifications Requirements 2-16 2.8 Summary of L* Evaluation 2-17 ,

2.8.1 Leakage 2-17 2.8.2 Recommended L* Criteria 2-17

3.0 REFERENCES

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TABLE OF CONTENTS (continued)

Section Topic Page APPENDIX A L* TESTS FOR 3/4 INCH DIAMETER TUBE SGS A-1 A.1 Test for the Determination of Resistance to Leakage of Degraded A-1 Roll Expansions - 3/4 Inch Tube S/G A.I.1 Background A-1 A.1.2 Objective A-1 A.1.3 Test Equipment A-2 A.l.4 Test Major Steps - A-2 A.l.5 Test Facility A-3 A.I.6 Test Procedure A-4 A.2 Test Results for Leakage from Degraded Roll Expansions - 3/4" Tubes A-7 A.2.1 Leakage Criterion A-7 A.2.2 Roll Torque Reduction Test Results A-8 A.3 Test for the Determination of Axial Loadbearing Capability of A-11 Degraded Roll Expansions - 3/4 Inch Tubes A.3.1 Introduction A-11 A.3.2 Objective A-11 A.3.3 Test Equipment A-12 A.3.4 Test Major Steps A-12 A.3.5 Data Acquisition System A-13 A.3.6 Procedure A-13 A.4 Criterion and Test Results for the Axial Loadbearing Capability of A-20 Degraded Roll Expansions - 3/4 Inch Tubes A.4.1 Maximum Axial Load Criterion A-20 A.4.2 Strength Test Results A-21 A.4.3 Evaluations and Conclusions A-21 A.5 Conclusion A-30 t I

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LIST OF FIGURES Fig. No. Title Page i 1-1 Configuration for Tubesheet Region F* and L* Alternate Plugging Criteria for 1-6 Full Depth Roll-Expanded Steam Generator Tubes (Single Band of Degradation)

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2-1 Configuration for Tubesheet Region L* Alternate Plugging Criteria for 2-27 l Full Depth Roll-Expanded Steam Generator Tubes, Multiple Band Degradation 2-2 Model for Plastic Collapse 7/8" Diameter, Mill Annealed, Alloy 600 Tubing 2-28 d

2-3 Comparison of Load-Displacement Records, Computed 2-29 vs. Measured for 30 Slots at $ 45 ,3/4 Inch Tubes

2-4 Comparison of Load-Displacement Records, Computed 2-30 vs. Measured for 30 Slots at $=30',3/4 Inch Tubes

2-5 Ultimate Pull Force as a Function of Slot Angle for Collared and 2-31

Decollared Tubes,3/4 Inch Tubes 2-6 Pull Force Design Curve for 7/8 Inch Tubes at Farley Unit 2 2-32 i

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LIST OF FIGURES (continued)

Fig. No. Title Page A.1-1 Roll Expansion Leakage Test Sample for 3/4 Inch Tube Steam Generator A-5 Normal Operation and FLB Conditions A.1-2 Roll Expansion Leakage Test Sample for 3/4 Inch Steam Generator LOCA A-6 )'

Conditions A.3-1 Geometry of Slots in Collared Tube Specimen - Ultimate Strength Test A-16 A.3-2 Geometry of Slots in Decollared Tube Specimen - Ultimate Strength Test A-17 A.3-3 Geometry of Slots in Unexpanded, Never-Collared Tube Specimen - A-18  !

Ultimate Strength Test A.3-4 Sketch of Zetac Tension and Compression Testing Machine A-19 A.4-1 Pull Force as a Function of Pull Displacement for a Collared, A-23 '

Non-degraded Tube (Specimen No.11)

A.4-2 Pull Force as a Function of Pull Displacement for a Collared Tube A-24 (Specimen No. 3), with (15)-30 Degree Slots, Tops of Slots 0.25 Inch Below the Bottom of Roll Transition A.4-3 Ultimate Pull Force as a Function of Slot Angle for Expanded, Collared A-25 and Decollared Tubes,15 Slots, Tops of Slots 0.25 Inch Below the Bottom of Roll Transitions -- 3/4 Inch Tubes A.4-4 Model For Plastic Collapse A-26 A.4-5 Comparison of Load-Displacement Records, Computed vs Measured A-27 for Slots at & = 45 -- 3/4 Inch Tubes A.4-6 Comparison of Load-Displacement Records, Computed vs Measured A-28 for 30 Slots at $ = 30 -- 3/4 Inch Tubes j A.4-7 3/4 Inch Tube Steam Generator Degraded Tube Pull Strength Design A-29 Curve for L* ~

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LIST OF TABLES l

No. Title Page !

2-1 TecinJ al Approach to Meet Regulatory Requirements 2-19 2-2 3/4 Inch Tube Roll Expansion Leakage Test Results and Projected 2-20 Leakage for Farley Unit 2 (7/8 Inch Tubes) 2-3 Basis for Use of 3/4 Inch Tube Joint Loadbearing Test Data for 2-22 Projected Loadbearing Capability for Farley Unit 2 Degraded Tube Joints 1 4 Sample Calculation of Pullout Load Reaction Length and Tube Length 2-23 J

to be RPC Inspected 1 A.2-1 Roll Expansion Leakage Test Results - 3/4 Inch Tube S/G A-9 l

A.3-1 Selection of Bounding Features for Axial Loadbearing Test of Degraded A-14 Roll Expansions A.3-2 Axial Loadbearing Strength Test of Degraded Roll Expansions A-15 vil

1 NOMENCLATURE i RT Roll transition BRT Bottom of roll transition 4 RE Roll expansion NDD No Detectible Degradation N.O. Normal Operation

LOCA Loss of Coolant Accident i Indication length TS- Tubesheet T/TS Tube to tubesheet

. ECT Eddy current test

X Distance from top of indication to BRT or 1TS, whichever n Number of linear indications per band

$ Linear indication inclination angle from the tube axis, a.k.a., crack angle i

1TS Top of tubesheet Rotating pancake coil RPC S/G Steam generator ID Inside diameter OD Outside diameter dpm Drops per minute 1

ECI Eddy current indication

LTL Lower tolerance limit I

4 FLB Feedline break l SLB Steamline break s, T/TS interfacial radial contact pressure ,

T Torque MA Mill-annealed

! SRE Sound roll expansion PLRL Pullout load reaction length BD Single band degradation NBD Multiple band degradation

N Number of sound roll expansion portions RCS Reactor coolant system NDE Non destructive examination RTL Resistance to leakage DRE Degraded roll expansion EDM Electrode discharge machinining RMS Root mean square 4

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1.0 INTRODUCTION

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j This report documents the development of criteria for repairing full depth hardroll expanded steam generator tubes for degradation in the expanded region of the tube within the tubesheet.

Existing Farley Unit 2 Technical Specification tube repairing / plugging criteria apply throughout the tube length, but do not take into account the reinforcing effect of the tubesheet on the external surface of the tube. Two separate repair criteria, called F* and L*, apply to tubes with 3

degradation in the expanded region below the bottom of the roll transition or the top of the i tubesheet, whichever is lower in elevation, by taking credit for the tubesheet reinforcement and the radial contact load between the expanded region of the tube and the tubesheet. This report provides the L* criterion evaluation.

The F* criterion involves determination of the length of hardroll engagement required to resist tube pullout forces during normal operation, test, upset and faulted conditions. The evaluation uses the results of previously conducted analyses and tests aimed at quantifying the residual 1

l re.J.1 preload of Westinghouse 51 Series steam generator tubes hardrolled into the tubesheet 4

! holes. The radial preload significantly restricts leakage during normal operation and faulted

! conditions because the length of undegraded tubing, called F*, is sufficient to resist tube pullout

forces. On this basis, tubes in the Farley Unit 2 steam generators with no degradation within the F* distance, measured from the bottom of the roll transition, are sufficient for continued plant j operation, regardless of the extent or nature of tube degradation below F*, as reported previously l in Reference 3.1.

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In addition, leakage-based repair criteria are also developed for tubes with degradation within the l full depth hardroll expansion zone. These criteria, designated L*, are based on the fact that leaks from throughwall cracks will be substantially reduced by a length of tube expanded into the l

tubesheet which is shorter than the F* length required for structural integrity. The evaluation i accounts for the fact that axially oriented cracks within the roll expansion region will still

contribute to the structural integrity of the tube /tubesheet joint, even when the cracks have l

propagated throughwall. Although the L* plugging criteria are limited in their application to 4 tubes with axial or near-axial cracks, they can permit additional tubes with degradation within the F* zone of the expansic, region to remain in service. Finally, this evaluation demonstrates l

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4 that the L* criteria for tube degradation within the tubesheet affords a level of reliable operation

commensurate with that provided by Regulatory Guide (RG) 1.121 for degradation located outside of the tubesheet region.

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1.1 BACKGROUND

Existing plant Technical Specification tube repair / plugging criteria which have been applied h throughout the tube length'do not take into account the reinforcing effect of the tubesheet (TS) on the external surface of the expanded portion of the tube. The presence of the TS will j

const ain the tube and will complement tube integrity in that region by e',sentially precluding tube deformation beyor.d the expanded outside diameter. The resistance to t'oth tube rupture and tube In addition, the. proximity of the TS collapse is significantly strengthened by the TS.

significantly affects the leak behavior of throughwall tube cracks in this region. Based on these 4 j considerations, the establishment of alternate plugging criteria specific to the roll region of the

] tubes is justified. l 1

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The roll expanded length of the tube can be considered to consist of two zones, the roll transition

(RT) region and the roll region. The roll transition region is defined as that portion of the tube i

where the roll expanded length transitions to the unexpanded length. The bottom of the roll transition is located at the top of the roll expansion joint. The roll region of the tube is that length between the bottom of the roll transition and a short distance above the tube end at the I

bottom of the TS (i.e, above the initial tack roll applied during tube bundle assembly). The roll l region is also referred to as the roll expansion (RE) or hardroll. Refer to Figure 1-1.

The F* and L* plugging criteria are developed to quantify the benefit from the reinforcing effect of the tubesheet and the radial contact load between the expanded region of the tube and the 1

tubesheet. The F* criteria for Farley Unit 2 is described in Reference 3.1. l 1

l Eddy current indications (ECI's) in the top ponion of the roll expansion (within the F* distance) may be addressed by additional plugging criteria designated as the L* criteria. These criteria are based or. the fact that leaks from throughwall tube degradation will be substantially reduced by a certain length of tube expanded into the tubesheet, shorter than the length required for structural 1-2

integrity. Also, some types of potential tube degradation, specifically axial or near-axial cracks within the tubesheet roll expanded region, will provide the required structural -ity even when the cracks have propagated throughwall. Use of the L* criteria requires more ucfinition of the tube degradation and the use of more sophisticated eddy current inspection techniques than required for the F* criterion, but should address a significant number of the tubes which do not qualify for the F* criterion. Finally, a combination of the L* and F* analysis methods can be shown to address the existence of tube degradation in the form of axial or near-axial ECI's at a single elevation or at multiple elevations in the roll expansion.

l 1.2 CRITERIA DEVELOPMENT FUNDAMENTALS l Tube rupture in the conventional sense, as characterized by an axially oriented " fishmouth" opening in the side of the tube, is not possible within the tube /tubesheet roll expansion (RE) since the tubesheet material prevents the wall of the tube from expanding outward in response to the intemal pressure forces. The forces which would normally act to cause crack extension are transmitted into the walls of the tubesheet, the same as for a non-degraded tube, instead of acting on the tube material. Thus, axially oriented linear indications, e.g., cracks, cannot lead to tube failure within the RE and may be considered on the basis of leakage effects only.

A circumferentially oriented tube rupture is resisted because the tube is not free to deform in bending within the roll expansion. When degradation has occurred such that the remaining tube cross sectional area does not present a uniform resistance to axial loading, bending stresses are developed which may significantly accelerate failure. When bending forces are resisted by lateral support loads provided by the tubesheet, the acceleration mechanism is mitigated and the tube separation mot is similar to that which would occur in a simple tensile test. Such a separation mode, however, requires the application of significantly higher loads than for the unsupported case.

When the tubes have been hardrolled into the tubesheet, any axial loads developed by pressure and/or mechanical forces acting on the tubes are resisted by friction forces developed by the elastic preload that exists between the tube and the tubesheet. For some specific length of engagement of the hardroll, no significant axial forces will be transmitted farther along the tube.

A testing program has been conducted to measure the elastic preload of the tubes in the 1-3

i tubesheet. The presence of clastic preload also presents a significant resistance to flow of 1

primary to secondary or secondary ' a primary water for degradation which has progressed fully l

- through the thickness of the tube. In effect, no leakage would be expected if a sufficient length $

of hardroll is present. This has been demonstrated in steam generator sleeve to tube joints made by the Westinghouse hybrid expansion joint process.

1.3 ELASTIC PRELOAD BETWEEN THE TUBE AND TUBESHEET Tubes were installed in the Farley Unit 2 steam generators using a hardrolling process which expands the tube to bring the outside surface into intimate contact with the tubesheet hole. The roll process and roll torque are specified to result in a metal to metal interference fit between the  ;

tube and the tubesheet.

A test program has been conducted by Westinghouse to quantify the degree of interference fit between the tube and the tubesheet provided by the full depth hardrolling operation. The data generated in these tests have been analyzed to determine the length of hardroll required to preclude axial tube forces from being transmitted farther along the tube, i.e., to establish the F* l and L* criteria. The amount of interference was determined by installing tube specimens in collars specifically designed to simulate the tubesheet radial stiffness. A hardroll process representative of that used during steam generator manufacture was used in order to obtain specimens which would exhibit installed preload characteristics like the tubes in the tubesheet.

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l q ,,, i f~ TOP 0F ROLL TRANSITION BOTTOM 0F ROLL TRANSITION

\ $  % / ._

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^  % 1 N I INDICATION THROUGHWALL TUBE f 7 "'"'"

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Figure 1-1 Configuration for Tubesheet Region L* Plugging Criteria for Full Depth Roll Expanded Steam Generator Tubes (Single Band of Degradation) 1-5

2.0 DEVELOPMENT OF L* CRITERIA FOR FARLEY UNIT 2 L* plugging criteria for the 7/8-inch diameter SG tubes of Farley Unit 2 have been developed using a combination of analyses and adjustment of test data from an L* program for 3/4 inch diameter tubes, as outlined in Table 2-1. Tests conducted for 3/4 inch tubing are summarized in Appendix A of this report. The L* evaluation is also based on the results of the F* analysis for Farley Unit 2, previously presented in Referer;e 3.1.

2.1 LEAKAGE CONSIDERATIONS The selection of an L* length has as a primary consideration the goal of minimizing significant leakage from tubes which have been accepted using the L* criteria. Significant leakage would be an aggregate leakage from the L* tubes which would cause a shutdown or operation at reduced power due to safety, regulatory, or operational reasons. Determination of the leak rate through the interface between the expanded tube and the tubesheet is not conducive to calculational methods. For some tube joint ECT data, more than one degradation array, or degraded roll expansion (DRE) per joint may be found, as shown on Figure 1-1. For various degradation arrays, the resistance-to-leakage (RTL) of the tube /tubesheet (T/TS) interface extending over a portion of the sound roll expansion portion (SRE) immediately below the bottom of the roll transition (BRT) has been determined by testing for 3/4 inch tubing. These test results are extrapolated for use in 7/8 inch tubing in order to develop the L* criteria in the following sections.

In the case of the Farley Unit 2 full depth roll expansions, degradation to which the L* criteria may be applied occurs below the top of the tubesheet or the BRT, whichever is lower in elevation. By design, the BRT is approximately flush with the top of the tubesheet; however, in the as-built condition, the BRT may be slightly above or below the top of the tubesheet. The uppermost DRE can be considered to be the most limiting location, i.e., with the highest leakage because the uppermost DRE forms a manifold which intercepts all leakage flow, if any exists, in the T/TS interface.

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WESTINGHOUSE PROPRIETARY CLASS 2C 2.2 STRENGTH CONSIDERATIONS Determination of the load bearing capability of DRE's is based on the limiting assumption that the L* region recommended length of 0.50 inch, plus ECT uncertainty, provides no axial fixity.

(See Appendix B for discussion of determination of NDE uncertainty.) Therefore, the most stringent axial pullout loads are assumed to be applied directly to the uppermost DRE. The criteria also considers the degradation to be axial or to have an inclination angle, $, of up to 30',

and to be throughwall; Appendix C contains a discussion of the measurement methodology for the angle of inclination. In this case, the minimum axial length of sound, undegraded roll expansions between the BRT and the top of the highest-elevation degradation, designated as L*,

for operation with acceptable leakage was determined. In this criteria, the tube axial loads are borne by the sound portion of the tube above L*, the uppermost degraded portion, the sound portions, other axial or near-axial degradation portions, if any, below the uppermost degraded portion and extending to the T/TS weld. Determination of the characteristics, e.g., ECI number, inclination angle, etc., of all of the degraded regions in a given tube joint would be necessary if the tube pullout load were to be applied to the T/TS weld. However, this load need not be ,

assigned to be reacted by the SRE within the L* distance and the weld. Instead, it can be reacted by the appropriate aggregate length of SRE's of the tube below the uppermost degradation array if this aggregate length is sufficient. Below this pullout load reaction length (PLRL), the degradation need not be quantified to the same extent as within the length; it need be quantified only to the same extent that degradation is quantified below the F* distance as in Reference 3.1.

In the most stringent case, these SRE's are interspersed with DRE's and several interspersed SRE's may be assigned to react the pullout load. Part of the pullout load is reacted by the SRE within the L* distance. Each DRE must transmit part of the pullout load to the SRE(s) and DRE(s) below it; the pullout load to be transmitted decreases with decreasing elevation.

Therefore, the required DRE strength could also reduce with elevation. However, for the sake of simplicity, all DRE's were treated the same. Calculation of the holding force from each SRE was performed in the same way that the holding force was calculated for the F* distance in

. Reference 3.1. This involved calculation of the axial frictional force, preventing pullout, as the product of the T/TS radial contact pressure (s,) of the area of the SRE and the T/TS static coefficient of friction. The reduced holding force of the two ends of each of the SRE's was also considered. Therefore, it was concluded that the configuration involving multiple bands of DRE's can be determined by calculation and does not need to be tested.

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f Thus far in this discussion, the strength aspects of the uppermost portion of the T/TS joint has involved strictly axial pullout loads on the tube. Other loads, such as axial compression, bending and torsion about the tube vertical axis were considered but were judged to be negligible. For example, the axial compression, downward, load occurring during large break LOCA, hereinafter referred to in this report as LOCA, was judged to affect the tube at the upper SRE to an insignificant extent. If the T/TS interface within the L* distance were not leak tight and

. permitted the LOCA pressure to penetrate to the DRE(s), radial compression would act on the DRE(s). The within-TS tube collapse strength characteristics in the presence of axial and circumferential indications are discussed in Reference 3.1, where it was pointed out that significant margin exists between tube collapse strength and the limiting secondary-to-primary pressure differential (LOCA).

l The effects on the tube of other applied loads such as tube static and dynamic bending in the vicinity of the top of the roll expansion have also been considered. Static bending occurs as a result of TS bending during heatup to the N.O. condition. Dynamic bending results from the small amplitude vibration of the tube span between the top of the tubesheet and first support plate. In general, tube bending loads at the top of the tubesheet, i.e., above the BRT, and the resulting axial stresses are low. Therefore,it is concluded that stresses resulting from the applied loads in the intended L* region are also low, and that degradation due to these applied loads will be low. It is further concluded that degradation due to residual stress within the L* distance will be low, due to the lack of abnormal roll effects such as skips.

2.3 RESISTANCE TO LEAKAGE OF DEGRADED ROLL EXPANSIONS There is generally a correlation, for a given tube-to-tubesheet joint design, between the tube pullout strength, i.e., force, and tube roll expansion thinning; there is a desired thinning range for maximum strength. The desired thinning is achieved by the use of a certain roll expansion tool operated in a given stalling torque range. This facet of power plant heat exchanger design decreased in imponance approximately two to three decades ago, with the widespread use of welded-and-rolled joints because of the addition of the weld to the structure. The resistance to leakage (RTL) of a given roll-only design was generally consistent with the maximum strength requirement for the design. However, the RTL of the expanded ponion of a welded-and-rolled 2-3

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. ' design typical of nuclear steam generators has not been extensively studied because of the very good sealing and strength properties of the weld. Therefore, the RTL of short lengths of the i 1

rolled Farley Unit 2 design is not available. In order to determine the RTL of the Farley SG (7/8 inch) tubing, results from tests conducted for an L* program for 3/4 inch tubing are utilized and I extrapolated to the 7/8 inch tubing of Farley Unit 2.

2.3.1 Applicability of 3/4 Inch Tube Tests Resistance to leakage through the interface between a rolled tube and the tubesheet is determined by the axial length (or simply length), width (tube circumference) and other geometrical characteristics of the interface. The length was a parameter in the 3/4 inch tube tests of Appendix A. The leakage flow is one dimensional, along the length of the interface, parallel to the tube axis. The total leakage will be proportional to the circumference of the tube. If the test conditions, length and other interface geometric characteristics are the same, leakage for a~ 7/8 inch tube test article (and in a steam generator using 7/8 inch tubing) would be greater than a 3/4 inch tube test article by the ratio of the tube expanded outside diameters,1.17. This 1.17 ratio j on 7/8 inch to 3/4 inch tube diameter leakage conservatively ignores that the crack leak rate for a given crack length would be lower for the 7/8 inch tubing, due to the thicker tube wall (0.050 vs. 0.043 inch).  !

The key parameter which determines interface flow resistance is the contact pressure between the rolled tube and the tubesheet. Higher contact pressure results in higher flow resistance. Other geometric factors which affect the interface flow characteristics, such as the tube and tubesheet surface finishes, are expected to be approximately the same for 3/4 inch and 7/8 inch tubes. The interface flow resistance is therefore a function only of the contact pressure, interface length and tube OD circumference.

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The contact pressure is determined by the tube and tubesheet characteristics and the roll process.

Test programs have been performed to simulate the interface of a tube-to-tubesheet roll expansion for both 3/4 inch tubes (shown in the appendix) and 7/8 inch tubes. Evaluations of the results

) of these two test programs have shown that the contact pressure is approximately 20 percent i lower for the 7/8 inch tubes than for the 3/4 inch tubes. Therefore, it is judged that, everything

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i else being equal, the leakage flow for the 7/3 inch case will be approximately 20 percent higher for both N.O. and faulted conditions than for the 3/4 inch tube case. If the 3/4 inch test leakage j rates are therefore multiplied by the factors 1.17 for the ratio of the expanded OD's of the tubes and 1.20 for contact pressure considerations, the resulting numbers represent conservatively high {

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leakage rates for equivalent 7/8 inch tube leakage tests (and steam generators using 7/8 inch a tubing). These data are contained in Table 2-2. The 3/4 inch tests and test results are described in Appendix A.

i 2.3.2 Resistance to Leakage

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[ The purpose of this section is to determine tube-to-tubesheet joint resistance to leakage for l application of L* plugging criteria for Farley Unit 2. Testing conducted for 3/4 inch OD x 0.043 inch wall thickness tubes is extrapolated to determine RTL for the 7/8 inch OD x 0.050 inch wall f

! thickness tubes of Farley Unit 2. The tests for 3/4 inch tubing, described in Appendix A, were i performed with TfrS test specimens fabricated of short sections of prototypic tubes rolled into collars which provided the same structural compliance as a unit cell of the TS. The tests were performed at prototypical pressures, temperatures and tube axial loads for nonnal operation (N.O.), the most stringent faulted primary-to-secondary condition, Feed Line Break (FLB), and the most stringent faulted secondary-to-primary condition, Loss of Coolant Accident (LOCA).

i j The effect of prototypical loads on 3/4 inch tube joint leakage was addressed in the leak test.

! For example, a load such as primary-to-secondary pressure differential during N.O. causes t

tubesheet bending, with a resultant decrease the T/TS radial contact pressure, s,, in the L* region l

i near the top of the tubesheet. This bending effect, which is detrimental for the interior full depth l expanded tubes, was accounted for in the laboratory tests conducted for 3/4 inch tubing, i

Peripheral tubes would experience much less of a related decrease.

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The acceptable leakage for a reasonable number of 3/4 inch OD tube joints was established for normal operating and faulted conditions. It was obvious that for all acceptable-leakage cases, the 7/8 inchjoint must also exhibit acceptable strength. It was concluded that the 7/8 inch tube (L*)

strength determination could be decoupled from the leakage determination, as it was for 3/4 inch tubes. However, prototypical radial contraction or expansion of the tube, causing a reduction or increase in the T/TS radial contact. pressure (s,), was a part of the leakage determination.

Leakage testing of the 3/4 inch tubes was performed at prototypical temperatures and pressure differentials. The primary-to-secondary pressure differential effect and a secondary-to-primary pressure differential effect were expected to have negligible impact on the tube joint strength and strength testing was performed at room temperature and without pressure differentials. The basis for applying the 3/4 inch tett results to Farley Unit 2 steam generator tubing is furnished in Table 2-3.

2.4 LEAKAGE CRITERION AND PROJECTED LEAKAGE FROM DEGRADED ROLL EXPANSIONS 2.4.1 Leakage Criterion The leakage acceptance criterion was developed for evaluation of the projected leak rates for Farley Unit 2. Individual acceptance values were developed for differential pressure conditions for normal operation, feedline break and LOCA.

Normal Operation The Tech Spec leak limit for normal operation primary-to-secondary leakage in one steam generator is 150 gpd (0.105 gpm). However, it is reasonable to allocate only a fraction of this permissible leakage to tubes with degradation left in service using the L* criteria. It was determined based on commercial and operational considerations that the initial leak acceptance criterion for N.O. would be based on having the total leakage from L* tubes to be one-fourth of the 150 gpd limit (37.5 gpd). By using only a portion of the Tech Spec leak limit to establish the leakage criterion for L* tube ends, this accommodates leakage from other locations. The average leakage of the L* (L*-0.5 inch) tubes during N.O. conditions is 0.763 dpm. Therefore, 2560 L* tubes could be dispositioned with an L* of 0.5 inch. (There are approximately 75,000 4 2-6

drops per gallon.) Therefore, 600 tubes per SG is a conservative number of tubes to be addressed.

The use of one-fourth of the Tech Spec limit to determine the leakage rate criterion is an j arbitrary decision for operational flexibility and does not require that the current Tech Spec limit be altered. The initial leak rate acceptance criterion may have been reevaluated in the light of actual test results and the allowance for potential degradation in the SG. Use of a larger fraction of the Tech Spec limit and/or use of a smaller leak test acceptance criterion closer to the actual results also could have been used to support application of the L* criteria to a number of tubes larger than the number on which the initial leak acceptance was based.

Faulted Condition: Feedline/Steamline Break Postulated feedline break conditions provide the maximum primary-to-secondary differential pressure across the tube. The steamline break (SLB) conditions provide the most stringent radiological conditions for postulated accidents involving a loss of pressure or fluid in the secondary system. To establish the leak rate acceptance criteria for faulted conditions, the assumed SLB leakage rate is used with the feedline break pressure differential. This is the most stringent case because the associated primary-to-secondary side differential pressure causes the greatest amount of tubesheet upward bending. This, in turn, causes the greatest amount of tubesheet hole dilation for the interior locations, which causes the greatest reduction in s,. The smallest s, leads to the most likely conditions for the largest primary-to-secondary leakage. A site-specific determination of acceptable leakage during a SLB event using the criteria of 10CFR100 resulted in the primary-to-secondary leakage in the SG in the faulted loop being 11.2 gpm. Using the same allocation factor as for normal operation, the total leakage from 600 L*

tubes at test conditions simulating SLB conditions murt be less than [ ]*" or approximately [ ]'" per tube end.. The total number of tube ends which could be dispositioned is 15,849. Therefore, the 600 tube end, set by the N.O. condition is a small fraction of the 15,849 tube ends.

2-7

As with the N.O. test leak acceptance criteria, use of a larger fraction of the allowable leakage and/or an acceptance criteria closer to actual results will support a larger number of tubes to which L* is applied.

The primary-to-secondary pressure differential for this condition is 2650 psi. It should be noted that dynamic loads on the tube joint, viz., secondary side fluid drag on the tube during the  ;

postulated accident, need not be added to this value. This is because the safety valve relieving event and the maximum fluid drag event are not concurrent. Therefore, 2650 psi is the most stringent condition for the evaluation and an additional pressure differential, corresponding to the drag load, does not need to be considered. This sequence of events also eliminates the need for augmenting the axial load during the test to determine the axial load bearing strength of DRE's.

The axial load during the leak test was prototypical because it was the end cap load caused by the prototypical differential pressure.

Faulted Condition: LOCA Typically, the small leakage from steam generator tubes into the primary system is not a significant consideration in the analysis of a postulated LOCA, provided the postulated LOCA in-leakage is less than the Technical Specification steam generator primary-to-secondary tube leakage limit. The test data of Table 2-2 indicate that the LOCA leakage is two orders of magnitude less than the normal operating condition test leakage. Additionally, it is generally accepted that for cases where the secondary system pressure is greater than the primary system pressure, the potential ID initiated cracks of the roll expansion would tend to close due to pressure effects. These conditions provide a sufficient basis to consider LOCA in-leakage insignificant upon implementation of the criteria.

1 2-8 l-

.k

2.4.2 Leakage Projected for Farley Unit 2 Normal Operation The N.O. leakage test data projected for Farley Unit 2 is shown in Table 2-2. [

)c Feedline Break  !

The FLB leakage projected for Farley Unit 2 is also shown in Table 2-2. [

)..e 2.5 APPLICATION OF 3/4 INCH TUBE AXIAL LOAD BEARING TEST RESULTS The strength tests of the 3/4 inch tube degraded roll expansions, d.escribed in Appendix A, Section A.3, were applied to Farley Unit 2 by meaas of a fracture mechanics evaluation. This evaluation is provided in Section 2.6. The 3/4 inch data applied to the 7/8 inch case because of the commonality of tube joint materials, respective material properties and fabrication processes between the two designs. These features are shown in Table 2-3.

2.6 APPLICATION OF 3/4 INCH TUBE TEST RESULTS FOR THE AXIAL LOAD BEARING CAPABILITY OF DEGRADED ROLL EXPANSIONS 2.6.1 Maximum Axial Load Criterion Single Band Degradadon The maximum axial tensile load which a degraded roll expansion (DRE) must bear will be the most stringent of the N.O. and FLB axial loads. The LOCA axial load is axially compressive and cannot cause tube pullout.

2-9

~ . . . ._. - . _- - - - - - .- - . . -- .- - . . - - . .

l l

4 Multit)le Band Degradation If degradation occurs in discrete circumferential bands of one or more linear indications, i.e., as single band degradation (SBD) or arrays in a roll expansion above the F* elevation, thereby i preventing use of F*, it may also occur in multiple discrete bands below the F* elevation. This j is termed multiple band degradation (MBD). As discussed earlier, it is desired to avoid j quantifying each of the possible several degradation bands to apply the pullout load to the T/TS weld. Instead, it is desired to apply the load only to the uppermost sound roll portions (expansions) which are interspersed with the uppermost degradation bands. For the purpose of l simplicity, each degradation band requires the same strength. This strength is the same as that i

for the SBD. Therefore, for the M3D case, the number of individual bands which must be l

] quantified is one less than the numbt af SRE's (N) needed to react the pullout load. If N is 3, j N-1 is 2. Conservatism may be adds i to this calculation in the form of a larger N than is needed. l 5 l i  !

Normal Operation The tube ultimate load required for normal operation at the Farley Unit 2 condition resulting in l the largest N.O. AP is [ ]'".

A safety factor of three is applied to this load. Therefore, the tube axial load bearing requirement 6

is [ ]'". This load is the highest for the three conditions considered.

l Feedline Break

The Farley Unit 2 tube ultimate load required for FLB is [

]'". A safety factor of 1.43 (corresponding to an ASME Code factor of l 1.0/0.7 for allowable stress for faulted conditions) is proposed for this load. Therefore, the tube 1

i axial load bearing requirement for FLB is [ ]'". As discussed in Appendix A, this load need not be further augmented for dynamic loading effects during FLB because of the sequence j of events during an FLB.

I 2-10 I

Loss of Coolant Accident An axial load bearing requirement for a LOCA event acts to move a tube downward, the opposite of pullout. Therefore, this condition does not apply to pullout. (However, the DRE must not collapse under LOCA conditions. This condition was addressed in Reference 3.1 and collap.e for the 7/8 inch tube case is not expected.)

2.6.2 Evaluations Application of the L* approach requires that the degraded region has sufficient strength to resist axial pullout forces with the appropriate safety margins. The limiting case is the axial force generated by a pressure load equal to 3 times the operating pressure differential. For Farley Unit 2, this force is [ ]"#, generated by a 3AP value of 4371 psi. Ifligaments of sound material in the degraded region are not subject to significant local bending loads, only [

]"# of the mean circumference of the expanded region need be present to meet the axial strength requirements. Typically, degradation found in roll expansions occurs as multiple parallel cracks. If these cracks are inclined at an angle to the tube axis, as shown in Figure 2-2, then an axial force leads to bending of the ligaments between cracks and rotation of the tube and crack array as deformation proceeds. The axial strength of a tube with an array of " slanted" cracks depends on the slant, a.k.a., inclination crack angle and, to a lesser extent, on the number of cracks present. The following paragraphs describe a pull strength model for slanted crack arrays.

This model was benchmarked by pull strength tests on 3/4 inch diameter tubing. A comparison of test data, Figures 2-3 and 2-4, and a pull strength design curve, Figure 2-5, for 3/4 inch diameter tubing are the basis for a pull strength design curve, Figure 2-6, appropriate for the 7/8 inch diameter tubing of Farley Unit 2.

As a mbe with an array of parallel slanted cracks is loaded axially, deformation proceeds as follows. Initial clastic elongation is followed by plastic yielding. Depending on the number of cracks and the crack inclination angle, yielding may first occur in the virgin unrolled tube secticn or in the crack array. Large numbers of cracks and high crack angles favor yielding of the crack array. Yielding of the crack array proceeds by plastic bending of the ligaments between cracks and subsequent rotation of the cracks toward the longitudinal axis of the tube. This is easily visible in pull strength tests. As rotation occurs, the applied axial force must increase P

2 - 11 l

substantially since the effective moment arm for ligament bending is continually decreasing.

Strain hardening of the ligaments adds to the geometric hardening produced by crack rotation.

As the load is increased, general yielding of the virgin unrolled tube section may occur, followed by strain hardening and then yielding of the rolled but uncracked tube section. If deformation proceeds to this point, the rolled tube peels away from the tubesheet and the axial pull strength is limited by the tube-to-tubesheet weld. At some point, depending on the crack morphology, fracture will terminate the process of plastic deformation.

Using the notation of Figure 2-2, the axial load required to yield a tube with an array of slanted cracks is

( p.c This expression only considers ligament bending and assumes deformation is confined to the initial minimum ligament crossection.

The axial plastic displacement resulti ng for yielding and then rotation of the crack array is given by

[ p.c If the crack array plastic displacement is added to the baseline load displacement record of an uncracked tube, then the computed load displacement records closely approximate actual measured load displacement records. The load displacement record for the uncracked tube essentially provides elastic tube and test fixture displacement and an indication of yielding in the uncracked section at high loads. Figure 2-3 shows a test of a 3/4 inch diameter tube terminated by ligament fracture. Figure 2-4 shows the test record for another 3/4 inch diameter tube where the test load has become high enough to yield the uncracked as well as cracked sections. (Note:

Figures 2-2 through 2-5 are repeated in Appendix A.)

2 - 12 i

I The prediction of ultimate pull strength load as opposed to yield load is an elastic-plastic fracture mechanics problem rather than a plastic collapse problem because maximum loads are caused by

! crack tearing (beyond some minimum crack angle). A J-integral approach has been applied to 4

the problem of estimating the onset of crack tearing with good success. The equation describing the plastic load-displacement behavior of the crack array was integrated to related plastic work, crack length and displacement. The compliance definition of J was then used to compute J.

! Since the value of J for the onset of crack tearing in Alloy 600 is very high, the neglect of elastic i contributions to J is appropriate.

j In pull tests of 3/4 inch diameter Alloy 600 tubes containing slanted EDM notches to simulate cracks, maximum loads were consistent with an applied J of about 3600 inches in.-lbs./in.2 This ,

is true when the crack array limits the pull strength. For low numbers of cracks and small crack l angles, yielding of the uncracked sections developed and pull strengths were limited by the tube to tubesheet welds. The use of narrow EDM slits to simulate cracks in tests of the 3/4 inch

diameter tubing is justified by the fact that the initial notch root radius was much smaller than l the final blunted crack tip crack opening displacement (COD) which led to crack tearing.

4 i

For the 3/4 inch diameter tubing, calculated pull strengths as a function of crack angle were l

l adjusted to high temperature, lower tolerance limit (LTL) material properties to construct a pull strength design curve. (Lower bound statistical tolerance limits, LTL, for pull strength values were computed in accordance with the accepted industry practice such that there is a 95 percent probability that 95 percent of the tubes will have strength greater than LTL values.) At small crack angles, actual test data were adjusted to LTL properties to arrive at design curve values.

The crack length selected for the design curve was 0.5 inch. This is a reasonable bounding value for throughwall crack lengths in standard roll transitions.

Figure 2-5 illustrates the pull strength design curve for 3/4 inch diameter tubing along with actual test data. The good consistency between test results and calculations for 3/4 inch diameter tubing provides the basis to extend such calculations to construct a pull strength design curve for 7/8 inch diameter tubing.

2 - 13

A pull strength design curve for 7/8 inch diameter was constructed by making appropriate changes in the input to the slant crack pull strength model. The tube diameter, wall thickness and LTL tensile properties were adjusted. The J level at the onset of tearing was kept at the same value. This was somewhat conservative since at the very low material thicknesses of interest, a [ ]'" percent increase in the toughness might be expected for the larger wall thickness tubing. The crack length was maintained at a value of [ ]'" The baseline pull strength at low crack angles was obtained by multiplying the experimentally based value for 3/4 inch diameter tubing by the ratio of the circumferences of the 7/8 and 3/4 inch diameter tubing )

and then adjusting for differences in LTL flow strengths. The 7/8 inch diameter pull strength design curve is shown in Figure 2-6. It is [

]'"

2.6.3 Results Using the normal operating plant conditions, the most stringent axial load developed during normal operating conditions for Farley Unit 2, [

9 3au Figure 2-5 should be applied to tubes with relatively well characterized ECI's, e.g., tubes for which substantiated rotating pancake coil (RPC) ECT data are available. Other coil types may be used provided that they supply appropriate characterization data. The strength criterion per this curve, must be met for tubes with eddy current indications.

2 - 14 l

2.6.4 Conclusion With sufficiently quantified information about degradation in the anchor regions of the Parley Unit 2 S/G roll expansions, use of the Design Curve, Figure 2-6, is expected to provide reliable operation. (The leakage criterion for this case is discussed elsewhere in this report and involves an upper limit on the number of tubes per steam generator which may be dispositioned.)

2.7 PULLOUT LOAD REACTION AND RPC INSPECTION LENGTHS The methods used to inspect, evaluate, and define the tube degradation for the application of the L* alternate plugging criteria require an RPC eddy current probe or other advanced inspection method. If sufficient length of sound expanded tube exists in the upper portion of the roll expansion, the lower portions of the expansion contribute relatively little to the structural integrity and resistance to leakage of the tube. Criteria have been developed which limit evaluation to the more important upper portion of the tube expansion.

The analysis to suppo:t limited evaluation of the degradation in a tube is based on a combination of the methods used to qualify the F* and basic L* criteria. The analysis demonstrates that sound portions of expanded tube between degraded sections can provide for structural integrity of the tube. In the same manner that the friction force between the tube and the tubesheet in an F* tube will resist pullout, the sound portions of a tube with degradation meeting the L* criteria will provide a frictional force to resist pullout. The calculation of the length with degradation within the portion of the expanded tube required to resist pullout includes the possible reduction in friction force next to the degraded portions due to end effects. The length of tube required to resist pullout plus the length of the degraded tube portions establishes the length of tube which must be inspected and evaluated by rotating pancake coil or other advanced inspection methods.

Therefore, rather than survey the entire length of the RE, to the T/TS weld, only that ponion near the RT which will provide adequate anchoring for all axial loads need be surveyed. This length, in addition to the SBD or MBD within it, is the minimum length, beginning at the BRT and extending downward, and is referred to as the pullout load reaction length (PLRL). '

l

! 2 - 15

l l

1 l

2.7.1 Single Band Degradation The PLRL for this case consists of four parts, the SRE within L* consisting of the central and end-effect portions (the recommended 0.5 inch), plus the required SRE immediately below the l SBD. Calculations for N. O and FLB are shown in Table 2-4. The limiting case was FLB, for which a PLRL of 1.74 inch was determined. Addition of the SBD length,0.50 inch, and an j assumed ECT uncertainty of 0.10 inch to the PLRL of 1.74 inch resulted in a length of 2.34 inch j of RE to be RPC inspected. The RPC inspection length is the length below the bottom of the roll transition or top of tubesheet, whichever is lower.

2.7.2 Multiple Band Degradation The PLRL for this case consists of six parts, the SRE within L*, i.e., the recommended [

]'# consisting of the central and end-effect portions, the [ ]'" degradation bands and the two SRE's below these [two]" respective bands. Calculations for the N.O. and 1

FLB are shown in Table 3. The PLRL for N.O. conditions was [ ]'". An RPC inspection length of [ ]'" for this N.O. condition was determined by addition of the [

]'" and an assumed ECT uncertainty of [ ]"".

For the FLB conditions, the PLRL was determined to be [ ]'". Addition of the

[ ]*" and the ETC uncertainty of [ ]'" resulted in a length of [ ]'" of RE to be RPC inspected.

2.7.3 Technical Specifications Requirements In specifying the length of degraded tube required to be inspected by an advanced inspection technique, for the plant Technical Specifications, the information provided above can be combined into a single set of criteria. The calculated length of tube required to be inspected is

[ ]'" for the SBD case. Inspection of the [

]"#, of the tube should determine if there is [ ]'", plus ECT uncertainty (see Appendix B for a discussion of the determination of ECT uncertainty), of sound tube with no more than [ ]"# degradation separating the sound portions and with an [

]'" plus ECT uncertainty. A similar calculation for the MBD case, for the postulated

[ ]*", axially separated by [ ]'", discussed above, results in a length of [ ]'" to be inspected.

2 - 16

2.8

SUMMARY

OF L* EVALUATION I l

j- The semi-empirical evaluation uncoupled the strength and projected leakage effects. The issues were determined separately, l

l l 2.8.1 Leakage l l

Normal Operation The average, projected per-joint leak rates for the N.O. condition for all L* = 0.5 inch, were low relative to the permissible, per-joint leak rate of 9.8 dpm for 600 joints. This was based on the 1

4. i arbitrary selection of 37.5 gpd as a fraction of the 150 gpd Tech Spec leak rate limit for one SG during N.O. for L* tube ends. Using the 37.5 gpd leakage limit,600 of the tube ends in any SG

, could be dispositioned at L* = 0.5 inch.

Faulted Conditions q Based on the FLB/SLB permissible per-joint leakage criteria of 1050 dpm and the small average j projected leak rates, as many as 600 joints could be dispositioned with L* = 0.5 inch.

l i

I l

i 2.8.2 Recommended L* Criteria i

1

. With sufficiently quantified information about degradation in the upper approximately 3.01 inch length of degraded roll expansions, use of the recommended L* value of 0.50 inch, plus ECT uncertainty (0.06 inch was used for an example), is expected to provide continued reliable operation of the Farley Unit 2 SGs.

Inspection of a 3.01 inch or longer distance should determine if there is at least 1.87 inch, plus ECT uncertainty, of sound tube with no more than [ ]"# separating the sound portions. The largest $ permissible for the ECI's in a degradation band is 30 degrees.

Each degradation band may have up to 30 cracks. (The Q = 45 degrees curve is presented only for trending purposes.) A reasonable number of tube ends in a SG which may be dispositioned is 600.

2 - 17

3.0 REFERENCES

3.1 "Tubesheet Region Plugging Criterion for the Alabama Power Company Farley Nucle ar

, Station Unit 2 Steam Generators", WCAP-11306, Revision 2, April 1987 (Proprietary Class 2) 4 i

)

i

i l

i 2 - 18

Table 2-1 Technical Approach to Meet Regulatory Requirements Postulated Mode Condition Tube Rupture Tube Leak Tube Leak Before Collapse Break Normal . Preload . Preload N/A Operation Analysis Analysis . Preload

. Pull Tests

• Proof Tests Analysis

. Proof Tests . Leak Tests

• FLB + SSE . Preload . Preload N/A Analysis Analysis . Leak

. Pull Tests

• Proof Tests Tests

. Proof Tests . Leak Tests

• *LOCA + N/A . Preload . Limit N/A SSE Analysis Analysis

. Leak Tests . Existing l Test Data j l

• FLB: Feedline Break (Note: FLB is most stringent Faulted Condition)

SSE: Safe Shutdown Earthquake l

• • LOCA: Loss of Coolant Accident 2 - 19

d l Table 2-2 3/4 Inch Tube Roll Expansion Leakage Test Results and Projected Leakage for Farley Unit 2 (7/8 inch tubes) i Roll Sample Expansion Plant Differential Temp., *F Leak Rate, dpm Length, in. Condition Pressure, psi Actual 3/4" tube 7/8" tube")

~

Number Planned

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Table 21 (continued) 3/4 Inch Tube Roll Expansion Leakage Test Results and Projected Leakage for Farley Unit 2 (7/8 inch tubes)

Roll Sample Expansion Plant Differential Temp., F Leak Rate, dpm Number Length, in. Condition Pressure, psi Planned Actual 3/4" tube 7/8" tubem

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Table 2-3 Basis for Use of 3/4 Inch Tube Joint Loadbearing Test Data for Projected Loadbearing Capability for Farley Unit 2 Degraded Tube Joints Steam Generator Parameter 3/4 Inch Tube Farley Unit 2 Tube Material Alloy 600 MA Alloy 600 MA Tube Mechanical Properties Prototvs us'e d in test Prototypical used in analysis, and an Ab Tube-to-TS Joint Interf Determined by test Determined by test & was erenc conservative relative to 3/4 e Fit inch tube test results.

(Contact pressure)

Applied Loads Prototypical or "overtest" Prototypical used in analysis.

2 - 22

Table 2-4A Sample Calculation of Pullout Load Reaction Length and Tube Length to be RPC Inspected

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l Table 2-4B Sample Calculation of Pullout Load Reaction Length and Tube Length to be RPC Inspected

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4 Table 2-4C Sample Calculation of Pullout Load Reaction Length and Tube Length to be RPC Inspected a,c.e a

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a Table 2-4D j Sample Calculation of Pullout Load Reaction Length and Tube Length to be RPC Inspected a,c,e i.

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2 - 26

T 4

Figure 2-1 Configuration for Tubesheet Region L* Alternate Plugging Criteria for Full Depth Roll-Expanded Steam Generator Tubes, Multiple Band Degradation i

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' .d TOP OF ROLL TRMSITION

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, 1 Model for Plastic Collapse

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7/8 Inch Diameter, Mill Annealed, Alloy 600 Tubing <

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l Figure 2-3 Comparison of Load-Displacement Records, Computed vs. Measured for 30 Slots at & = 45',3/4 Inch Tubes

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O CROSSHEAD DISPLACEMENT 2 - 29

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l Figure 2-4 Comparison of Load Displacement Records, Coniputed vs. Measured for 30 Slots at & = 30',3/4 Inch Tubes l

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Figure 2 5 Ultimate Pull Force as a Function of Slot Angle for Collared and Decollared Tubes,3/4 Inch Tubes i

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l APPENTIX A I L* TESTS FOR 3/4 INCH DIAMETER TUBE STEAM GESTRATORS

t APPENDIX A L* TESTS FOR 3/4-INCH DIAMETER TUBE STEAM GENERATORS A.1 TEST FOR THE DETERMINATION OF RESISTANCE TO LEAKAGE OF DEGRADED ROLL EXPANSIONS -- 3/4 INCH TUBE S/G A.I.1 Background The resistance to leakage (RTL) of short lengths of this tube joint design was not available and a test was designed to determine it.

A.1.2. Objective The purpose of this test was to determine tube-to-tubesheet joint resistance to leakage for short axial lengths of sound, i.e., undegraded, rolled joints. The tests were performed with T/TS test specimens fabricated of short sections of prototypical tubes rolled into collars which provided the same structural compliance as a unit cell of the TS. The tests were performed at prototypical pressures, temperatures and tube axial loads for normal operation (N.O.), the most stringent faulted primary-to-secondary condition, i.e., feedline break (FLB), and the most stringent faulted secondary-to-primary condition, Loss of Coolant Accident (LOCA).

The effect of prototypical loads on 3/4 inch tube joint leakage was addressed in the leak test.

For example, a load such as primary-to-secondary pressure differential during N.O., causes direct pressure effects on the tube in the L* region to increase the T/TS radial contact pressure, s,. It also causes tubesheet bending. The differential pressure increases the TffS radial contact pressure for all tubes in the TS, peripheral as well as interior, i.e.,

away-from-periphery, tubes if the L* region is above the neutral bending axis of the TS.

However, the upward bending also causes a decrease in radial contact pressure between tube and tubesheet for interior tubes and therefore a decreased RTL. This bending effect, which is detrimental for interior tubes, was accounted for in the laboratory.

The acceptable leakage for a reasonable number of 3/4 inch OD tube joints was established for normal operating and faulted conditions. It was obvious that for all acceptable-leakage cases, the joint was also required to exhibit acceptable strength. It was concluded that the (L*) strength testing could be decoupled from the leakage testing and that the strength limits could be determined by a separate test. The primary-to-secondary pressure differential effect and a secondary-to-primary pressure differential effect were expected to have negligible impact on the tube joint strength. However, prototypical radial contraction or expansion of '

the tube, causing a reduction or increase in the T/fS radial contact pressure (s,), was achieved in the leakage test.

A-1

i A.I.3 Test Equipment I

1) Tubes, Alloy 600 (I600) mill annealed (MA), [ ]"' inch wall (nominal).

2) Tubesheet Simulants (Collars): Cold rolled carbon steel, AISI 1018,7.0 in. long with j [ ]"#.

. 3) Airetool Roll Expander, No. [ ]"'; rolls per original (shop) fabrication l specification.  !

4) Roll Expander Motor, of 30 to 95 in-lb torque capacity,1250 RPM no-load speed.

5) Laboratory leak test equipment such as pressurizing systems, fumaces, etc.

A.1.4 Test Major Steps

1) Determine roll torque reduction to simulate the effect of tubesheet bending on reduction of tube-to-tubesheet s, for interior tubes. (Note: As discussed in Section 3.2, the resistance to leakage for the 3/4 inch tube configuration was conservatively used for the 7/8 inch tubes of D. C. Cook Unit 1, based on a higher interference fit contact pressure for the 7/8

. inch tubes. Part of this conservatism was based on the increase in contact pressure at the tubesheet bottom, during the most important operating conditions, i.e., N.O. and FLB, involving tubesheet upward bowing, for the 7/8 inch tubes. - Under the same conditions, the upward bowing of the tubesheet causes a reduction in contact pressure for the full-depth expanded,3/4 inch tubes, at the top of the tubesheet.

2) Fabricate leak test samples with [ ]"' in. of sound roll between the BRT and the DRE. This distance is referred to as "X". Each sample has a separate "X". Refer to Figure A.1-1. For X = 0.5 in., the desired length of sound RE above the degradation, concentrate the most samples. An X of [ ]"# in. is important for trending purposes only; X values of [ ]"' in. were expected to be leaktight or to have negligible leakage.

2a) Estimate collar ID surface finish in area of leak path. uuring the roll expansion process, the tube becomes fully plastic and flows into very small depressions occurring on the S/G tubesheet hole surface, or on the tubesheet simulant (collar) hole surface in this case. Conceptually, the amount of tube flow, determined by hole surface roughness, may be related to joint RTL. Ascertain that the collar 2 finish is on the order of the prototypical finish, i.e., [ ]"'RMS.

2b) Fabricate T/TS samples per Figures A.1-1 and A.1-2. Set roll expansion motor torque to the middle of the torque range specified during S/G manufacturing, as reduced to account for TS upward bending. The torque reduction shall correspond 4 to the s, caused by TS bending.

A-2

i t 2b-1) Partial roll expansion (non-interference fit). Remove tube from collar.

2b-2) Drill holes in tube to simulate DRE crack top tips. Reinsert tube in collar.

l 2b-3) Finish (hardroll) RE.

l 4

l 2c) Heat T/rS samples in furnace at [ ]"# hours to duplicate the most stringent conditions caused by post-weld heat treatment of the channelhead-to-TS weld during shop fabrication.

2d) Leak test the FLB primary-to-secondary configuration with [ ]"# in. of sound roll between the BRT and the degraded portion of the joint. Refer to Figure A.1-1. The limiting case for the degradation is a 360* circumferential, throughwall " crack", machined in the tube. However, because this machining may loosen the tube for small X values and therefore possibly bias the testing, a better  ;

4 method is to use the discrete-hole approach. The number of holes [ ]"# is l

chosen to be large, to approximate or exceed the number of linear ECI's observed 2 in these S/Gs. After the FLB samples are tested, convert the samples to the N.O.

configuration by rerolling to the higher, N.O., torque; [ l j -]"# and leak test at the N.O. conditions.

I

2e) Leak test the secondary-to-primary (LOCA) configuration using the same sequence as used in primary-to-secondary configuration above. The LOCA samples are l

! completely separate from the FLB/N.O. samples. Refer to Figure A.1-2. l 8

4 J,

A.I.5 Test Facility The tests were performed at the Westinghouse Research and Development Laboratory. A four-cell manifold was used to apply pressurized, deionized water simultaneously to the tube i ID's of four specimens for primary-to-secondary tests; i.e., the normal operating and FLB j 4 conditions, and to the tube OD's for secondary-to-primary tests, i.e., the LOCA condition. )

System pressure was measured by a transducer system with a 5 psi accuracy. The electrical {

l

resistance heater and insulation were positioned on the T/TS specimen such that the l I

2 temperature acting over the leak path and ending at the BRT, the top end of the leak path in the plant, was [ ]"# for the N.O. and FLB conditions. Above the BRT, the temperature )

dropped as designed by placement of the insulation so that any leakage was captured and

. condensed as droplets. The droplets were manually counted during the test period, usually 60 minutes. For the LOCA tests, the temperature acting over the leak path and beginning at the BRT was [ ]"#. In this case, all leakage was captured from the tube ID and condensed

]

as droplets and counted manually during the 60 minute test period.

J i

1 A-3 T

s. ,

A.1.6 Test Procedure The test was performed in accordance with a written procedure, a referenceable document, under Quality Assurance (QA) surveillance. The tube specimens were fabricated from QA-controlled stock; the collars were fabricated of known-strength AISI 1018 cold rolled carbon steel and were also fabricated under QA surveillance.

l l

i I

l A-4

i i

Figure A.1-1 Roll Expansion Ixakage Test Sample for 3/4 Inch Tube Steam Generator Normal Operation and FLB Conditions a,c e l

l l

l l

X = 0.25,0.50,1.00, or 2.00 In. Tolerance to be 0.030 In.

NOTES:

1. Primary Side source, dionized water, subcooled

2. Step roll 4 passes, include overlaps, partial roll and hardroll

3. Roll 1st Pass (outside of test region) at high torque to ensure leaktightness.

4. Plug this end of tube.

5. Test FLB condition first, then roll top 1 or 2 passes only, at appropriate higher torque, to include X, to achieve N.O. T/TS radial pressure, then leak test N.O. condition.

A-5

(

i

Figure A.1-2 Roll Expansion Leakage Test Sample for 3/4 Inch Tube Steam Generator LOCA Conditions a,c,e X = 0.25,0.50,1.00, or 2.00 In. Tolerance to be 0.030 In.

NOTES:

1. Secondary side source, deionized water, subcooled

2. Step roll 4 passes, include overlaps, partial roll and hardroll

3. Plug this end of tube.

A-6

- - - - - . - . - - - - . .. -= . _ - _.-. - - _ . ~ -. .

J A.2 TEST RESULTS FOR LEAKAGE FROM DEGRADED ROLL EXPANSIONS - )

3/4 INCH SG TUBES 1

. A.2.1 Leakage Criterion The leakage acceptance criterion was developed for evaluation of the leak rate test results.

4 Individual acceptance values were developed for test differential pressure conditions simulating normal operation, feedline break and LOCA.

l Normal Operation The total normal operation primary-to-secondary leakage allowed in any one steam generator is specified in the Standard Technical Specification as 500 gpd, or 0.35 gpm for steam l generator tubes. For conservatism, it was decided that the leakage contribution from L* tubes must not exceed this approximatley one-third of this value, or 150 gpd (0.1 gpm). The number of tubes to which the L* criteria can be applied was arbitrarily set at [ ]u, tubes.

For the specified number of applicable tube ends, an allowable normal operation L* leakage limit of [ ]u, per L* tube was established. (This was i

based on the equivalence of 75,000 drops per gallon.)

The use of [ ]"# of the limit in the Technical Specification, i.e., an allocation factor of [ ]"' to determine the leakage rate criterion was an arbitrary decision for

operational flexibility. The initial leak rate acceptance criterion may have been reevaluated in

the light of actual test results and the allowance for potential degradation in the steam generator. Use of a larger fraction of the Technical Specification leakage limit and/or use of a smaller leak test acceptance criterion closer to actual resuks also could have been used to support application of the L* criteria to a number of tubes larger than the number on which the initial leak acceptance was based.

Faulted Condition: Feedline Break ,

1 Postulated feedline break conditions provide the maximum primary-to-secondary differential pressure across the tube. The steamline break (SLB) provides the most stringent radiological conditions for postulated accidents involving a loss of pressure or fluid in the secondary system. For establishment of the leak rate acceptance criteria for faulted conditions, the assumed SLB leakage rate is used with the feedline break pressure differential and was referred to as FLB in the test. This was the most stringent case.

The primary-to-secondary pressure differential for this condition was [ ]"# psi. It should be noted that dynamic loads on the tube joint, viz., secondary side fluid drag on the tube during the postulated accident, need not be added to this value. This is because the safety j valve relieving event and the maximum fluid drag event are not concurrent. Therefore, the

[ ]"' ps! was the most stringent condition for test and an additional pressure differential, I

corresponding to the drag load need not be considered. This sequence of events also eliminates the need for augmenting the axial load during the test to determine the axial

\

A-7

loadbearing strength of DRE's. The axial load during the leak test is prototypical because it is the end cap load caused by the prototypical differential pressure.

Faulted Condition: LOCA Typically the small leakage from steam generator tubes into the primary system is not a significant consideration in the analysis of a postulated LOCA.

The test conditions used to simulate the LOCA conditions of [ ]*" psi secondary-to-primary differential pressure and a temperature equal to normal operating temperature were conservative for analyzed LOCA conditions.

A.2.2 Roll Torque Reduction Test Results This test related s, to rolling torque (T). Simulation of the TS-bending effect for the subsequent leak tests in the laboratory was accomplished by reducing the T corresponding to the s, reduction in the plant. This was necessary because the L* length was near the top of the tubesheet and therefore detrimentally affected by tubesheet bending upward during primary-to-secondary side pressure differentials.

Leakage Test Results The N.O., FLB and LOCA leakage test results are shown in Table A.2-1.

6 A-8

l TABLE A.2-1 )

ROLL EXPANSION LEAKAGE TEST RESULTS - 3/4 INCH TUBE S/G )

Roll Sample Expansion Plant Differential Temp.,'F Leak l No. Length, in. Condition Pressure, psi Planned Actual Rate, dom I a,c,e

! i 1

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A-9

TABLE A.2-1 (Continued)

ROLL EXPANSION LEAKAGE TEST RESULTS - 3/4 INCH TUBE S/G Roll Sample Expansion Plant Differential Temp., F Leak Number Length, in. Condition Pressure, osi Planned Actual Rate, dom a,c.e O

A-10

A.3 TEST FOR THE DETERMINATION OF AXIAL LOADBEARING CAPABILITY OF DEGRADED ROLL EXPANSIONS - 3. 4 INCH TUBE S/G A.3.1 Introduction Tests were conducted to determine the axial loadbearing capability of the 3/4 inch diameter tube steam generator degraded roll expanded T/TS joints. The simulated degradation consisted of a single band of axial or near-axial slots. The results of the single band degradation (SBD) tests were also applicable to the most stringent, i.e., uppermost band of multiple band degradation (MBD) in roll expanded tube joints. The MBD configuration did not require testing. A series of tests was performed to determine the ultimate pull force (i.e.,

tensile strength) for non-degraded and artificially degraded, prototypical, [

]"# in. (nominal) wall Alloy 600MA tubes rolled into cold rolled carbon steel AISI 1018 collars. The limiting test condition involved application of the pullout load directly to the top of the SBD. The roll expansion was performed utilizing a prototypical 3/4 inch tube steam generator T/FS roller with regulated rolling torque to provide proper levels of tube thinning and joint preloads. Slots were electric discharge machined (EDM) into the wall of tube specimens to simulate throughwall indications. All aspects of the test were designed to bound typical plant respective conditions. Refer to Table A.3-1. For example, tubes were machined to have [ ]"# slots inclined at angles of [ ]"# degrees from the axial centerline of the tubes. The length of the slots was [ ]"# in. which was u considered to bound typical plant lengths by a factor of approximately 2, based on eddy current test assessments. Based on tube pull destructive examination results that indicate a throughwall distance less than the measured eddy current distance, using a 2 times multiplier to the eddy current crack length data as a representative throughwall crack length is quite conservative. The test axial distance "X" between the tops of the slots and the BRT was

[ ]"# in.; plant "X" values for the intended tubes was approximately 0.5 in. The smaller (test) X was judged to bound plant potential X values; lower strength generally results from a smaller X. The collars were geometrically sized to simulate the equivalent structural reaction of a unit cell of the steam generator tubesheet. Figures A.3-1 and A.3-2 illustrate the basic shape and geometries of the collared and decollared specimens, respectively. -The never-collared tube specimens are shown in Figure A.3-3.

All tests were performed at ambient atmospheric conditions employing a tension-compression machine shown in Figure A.3-4. Because the plant tubes are stressed at elevated temperature, the room temperature test results obtained with tubes of [ ]"# ksi UTS were analytically adjusted (decreased) to account for the small effects of temperature and UTS, for the Pull Strength Model discussed later in this report.

A.3.2 Objective The objectives of this test were: (1) Determine the ultimate pull force necessary to structurally fail non-degraded and artificially degraded [ ]"# inch wall Alloy 600 tubes rolled into collars that simulated a unit cell of the steam generator tubesheet.

(2) Measure the ultimate pull force necessary to structurally fail degraded non-rolled alloy i A-ll

tubes free of collars. (3) Evaluate the type of failure mechanism that induced structural failure in the tubes.

l A 3.3 Test Equipment

1) Tubes, prototypical Alloy 600MA, [ ]'" in. wall (nominal thickness). '

Refer to Table A.3-1 for specimen features, and to Table A.3-2 for specific specimen configurations tested. ,

l

.2) Tubesheet simulants (collars), cold rolled carbon steel, AISI 1018, 4.5 In. long. This material is in general use for simulants because the yield strength and modulus of it approximate the respective properties of the tubesheet material. Refer to Figure A.3-1.  ;

3) Airetool Roll Expander, No. [ ]'" rolls per original (shop) fabrication l specification.

l

4) Roll Expander Motor, of 30 to 95 in.-lbs. torque capa:ity,1250 RPM no-load speed.

5) Zetac Tension-Compression Testing Machine. Refer to Figure A-3-4.

6) Other laboratory strength test equipment such as furnaces, measuring instruments, etc.

1 A.3.4 Test Major Steps Collared Tubes The collared tubes were prepared by rolling to approximately two per cent thinning, then removed from the collar for EDM of the slots, if slots were required; the tubes were then replaced in the respective collars, hardrolled to the prototypical midrange torque and welded.

The specimens were then " pulled" in a configuration similar to that shown in Figure A.3-4.

Decollared Tubes The decollared samples were prepared by rolling the tubes to a small amount of wall

. thinning, a non-interference fit, then removed from the collar for EDM of the slots; the tubes were then replaced in the respective collars, and (hard) rolled to the specified midrange torque.

After hardrolling, the specimens were decollared, i.e., the collars were carefully removed by machining. This step prevented the collar from providing the known beneficial effects, primarily friction, during the strength test. The slot geometry and axial location are shown in Figure A.3-2. Table A.3-2 identifies the specimen configuration in terms of the number of slots, angle, and slot top location with reference to the BRT.

A-12

l 4,

Never-Collared Tubes These tubes were prepared for pulling by EDM of the slots. The reason for including this configuration was to show that it involves higher, i.e., non-limiting ultimate strengths. The specimens were pulled in a configuration similar to that shown in Figure A.3-4.

Test Facility The tests were performed at the Westinghouse Research and Deveopment Laboratory. A Zetac tension - compression test machine was used to apply a continuously increasing axial pull force to the tube specimens. Figure A.3-4 is a sketch of the test machine. The tube top ends were permitted to rotate as dictated by the slot angle, $. A certain amount of rotation about the tube vertical axis could occur in the plant in keeping with the conservative assumption that the SRE within L* provides no fixity to the TS, owing to the tube straight leg acting as a torsional spring and being anchored at the U-bend. It was judged that this provided lower ultimate values than if axial rotation were prevented.

A.3.5 Data Acquisition System Axial pull forces were recorded on Cartesian coordinates as a function of tube top end displacement by employing an X-Y analog plotter.

A.3.6 Procedure The specimens were vertically mounted in the Zetac testing machine as shown in Figure A.3-4. A steadily increasing axial pull was applied to the specimens until ultimate load failed the tube. A curve was simultaneously drawn by an X-Y analog plotter of the pull force versus tube top deflection. Curves were produced for non-degraded and degraded tubes; non-degraded tubes were tested to establish reference data in order to assess the strength of the degraded tubes.

The pull specimens were tested per Table A.3-2.

l A-13 i.

Table A.3-1 Selection of Bounding Features for

, Axial Loadbearing Test of Degraded Roll Expansions a,c,e l

A-14 1

I Table A.3-2

]

Axial Loadbearing Strength Test i of Degraded Roll Expansions i

Array Top Distance Slot Specimen Specimen Below Bottom No. of Angle, Ultimate l J Number Configur. of Transition. in. Slots Degrees Load. Ib. I a,c,e 1 1

5 1

4 9 l

A-15

~ .

l a,c.e A

DIENSIONS ARE IN INCHES S

a,c,e j l-ll -

.canCK ARAM

' %Nuenott. EXPANDED AND ELDED V V r

Figure A.3-1 Geometry of Slots in Collared Tube Specimen -

Ultimate Strength Test A-16

a.c.e O!E N5!ONS ARE IN INCHES PC a,c e ,

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CRACK ARRAY I- f HAROROU.EXPANCED Ano oEcoluus NOTE:

F IR THIS CONFIG.

ULT

!$ MORE CONSERVATIVE.1.E.,

LDER TMNt:

1. IN A COLLAR

2. llNEIPANDED

3. VITH LARRER DISTANCE ETWEEli SET AND TOP 0F'

%, O CRACKARRAY(1)

V.T-Figure A.3 2 Geometry of Slots in Decollared Tube Specimen -

Ultimate Strength Test f

A-17

a.c4 A

OIMENSIONS ARE IN INCHES %c ll

) - . . . . . . - . . . . . .

enact AnnAY g

TUeE UNEIPANDED l

I

% lllll2 V.T*

s Figure A.3-3 Geometry of Slots in Unexpanded, Never-Collared Tube Specimen - Ultimate Strength Test A-18

1 A

DRAW HEAD IN I M T GRIPPER

-5PECIMEN (DECOLUUtED)

! s i d=

Figure A.3-4 Sketch of Zetac Tension and Compression Testing Machme l

l A-19

A.4.0 CRITERION AND TEST RESULTS FOR THE AXIAL LOADBEARING CAPABILITY OF DEGRADED ROLL EXPANSIONS - 3/4 INCH TUBE S/G A.4.1 Maximum Axial Load Criterion Single Band Degradation The maximum axial tensile load which a DRE must bear will be the most stringent of the N.O. and FLB axial loads. The LOCA axial load is axially compressive and cannot cause tube pullout.

Multiole Band Degradation If degradation occurs in discrete circumferential bands i.e., as single band degradation (SBD),

or arrays, in an RE above the F* elevation, thereby preventing use of F*, it may also occur in multiple discrete bands below the F* elevation. This is termed multiple band degradation (MBD). As discussed earlier, it's desired to avoid quantifying each of the possible several degradation bands to apply the pullout load to the T/TS weld. Instead, it's desired to apply the load only to the uppermost sound roll portions (expansions) which are interspersed with the uppermost degradation bands. For the purpose of simplicity, each degradation band requires the same strength. This strength is the same as that for the SBD. Therefore, for the MBD case, the number of individual bands which must be quantified is one less than the number of SRE's (N) needed to react the pullout load. If N is 3, N-1, is 2. Conservatism may be added to this calculation in the fonn of a larger N than is needed.

Normal Operation The tube ultimate load required for norr.al operation is the "end cap" load resulting from the N.O. primary-to-secondary side pressure differential multiplied by the cross-sectional area of the roll expanded tube OD. A safety factor of three is applied to this load. This load is the highest for the three conditions considered and the data for the 15 slot case is plotted in Figure A.4-3.

Feedline Break The tube ultimate load required for FLB for these 3/4 inch tube SGs is the endcap load resulting from the FLB primary-to-secondary pressure differential multiplied by the cross-sectional area of the roll expanded tube OD. A safety factor of [

]"" for allowable stress for faulted conditions) was used for this load. This load did not need to be further augmented for dynamic loading effects during FLB because of the sequence o' events during an FLB. This load was less than the N. Op. load and therefore was not plotted on Figure A.4-3.

i l

A-A 1

i A

Loss of Coolant Accident i

An axial loadbearing requirement for a LOCA event acts to move a tube downward, the

, opposite of pullout. Therefore, this condition does not apply to pullout. (However, the DRE must not collapse under LOCA conditions. This condition was tested with prototypical, i.e.,

compressive, end cap loads, in the leak test section.)

i

} A.4.2 Strength Test Results A sample of the strength test results for non-slotted and slotted tubes is presented in ,

3 Figures A.4-1 and A.4-2. The results for the entire test series were previously summarized in j Table A.3-2. [

]

i i

I i

i

! l I

l )*" Structural failure of the tube was attributed to the axial and shear j forces acting through the tube wall as a function of the vectorial relationship between the

! axial pull force and the angle of the respective slot to the tube axial centerline.

i l The strength test results discussed above dealt with pullout loads. No deleterious structural l effects are expected from LOCA i.e., compressive loads on DRE's. No collapse of the tubes

]

in the LOCA leakage resistance test occurred.

? I i The basic objecdve of the L* program was to demonstrate the acceptability, for leakage and strength, of degradation arrays of known or bounding dimensions and configurations. The

leakage issue was addressed elsewhere in this report. The strength design curve will be developed here and is based on the strength test results.

i A.4.3 Evaluations and Conclusions l

l Pull Strength Model As a tube with an array of parallel slanted cracks is loaded axially, deformation proceeds as 3

follows. Initial elastic elongation is followed by plastic yielding. Depending on the number i of cracks and the crack angle, yielding may first occur in the virgin unrolled tube section or

{ in the crack array. Large numbers of cracks and high crack angles ($) favor yielding of the i crack array. Yielding of the crack array proceeds by plastic bending of the ligaments between i

cracks and subsequent rotation of the cracks toward the longitudinal axis of the tube. This is 1 easily visible in pull strength tests. As rotation occurs, die applied axial force must increase substantially since the effective moment arm for ligament bendiig is continually decreasing.

]

l A-21 4

. -. .- -n . - _ - . .- . ,- - ,-, , -

Strain hardening of the ligaments adds to the geometric hardening produced by crack rotation.

As the load is increased, general yielding of the of the virgin unrolled tube section may occur, j followed by strain hardening and then yielding of the rolled but uncracked tube section. If i deformation proceeds to this point, the rolled tube peels away from the tubesheet aid the axial pull strength is limited by the tube-to-tubesheet weld. At some point, depending on the 1 crack morphology, fracture will terminate the process of plastic deformation.

j Using the notation of Figure A.4-4, the axial load required to yield a tube with an array of 2

slanted cracks is i a,c,e,

[ ]

1

] This expression only considers ligament bending and assumes deformation is confined the j initial minimum ligament crossection. The axial plastic displacement resulting for yielding j and then rotation of the crack array is given by

. a,c.e

[ ]

i If the crack array plastic displacement is added to the baseliae load displacement record of an J uncracked tube, then the computed load-displacement records closely approximate actual j measured load displacement records. The load displacement record for the uncracked tube essentially provides elastic tube displacement and an indication of yielding in the uncracked section at high loads. Figure A.4-5 shows a test of a 3/4 inch diameter tube terminated by i ligament fracture. Figure A.4-6 shows the test record for another 3/4 inch diameter tube where the test load has become high enough to yield the uncracked as well as cracked

sections. These figures show that there is good agreement between the calculated and test j measured load displacement curves and that the mathematical model can be used to accurately 3 predict the integrity limits of a tube with inclined cracking within the L* region.

! The 3/4 inch tube design curve (Figure A.4-7) was developed to be used for comparison with j tube axial loads, multiplied by suitable factors of safety caused by the most stringent normal and faulted operation conditions.

i e

i A-22

a,c,e .

Figure A.4-1 Pull Force as a Fuction of Pull Displacement for a Collared, Nondegraded Tube (Specimen No.11)

A-23

l t

a,c,e Figure A.4-2 Pull Force as a Function of Pull Displacement for a Collared Tube (Specimen No. 3), with (15)-30 Degree Slots, Tops of Slots 0.25 Inch Below the Bottom of Roll Transition l

A-24

- . - . - . - . _ .-. .. . .. -. . - . - . . - . . . - - . . - . . . . . - _ _ _ . . = . ..- . - . . - ..

a,c,e 5

l i

I 4 Figure A.4-3 Ultimate Pull Force as a Function of Slot Angle for Expanded, Collared and Decollared Tubes,15 Slots, Tops of Slots 0.25 Inch Below the Bottom of Roll Transition - 3/4 Inch Tubes A-25

4 l

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CRACKS p N 8/- (

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m m-1 Figure A.4-4 Model for Plastic Collapse A-26

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l CALCULATED i

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MEASURED l - -

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/

/

o

/

/

e2 CROSSHEAD DISPLACEMENT Figure A.4-5 Comparison of Load-Displacement Records, Computed Vs Measured for 30 Slots at & = 4 3' - 3/4 Inch Tubes A-27

i E

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.i CALCULATED y MEASURED l 8

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et CROSSHEAD DISPLACEMENT Figure A.4-6 Comparison of Load-Diglacement Records, Computer Vs Measured for 30 Slots at $ = 30' - 3/4 Inch Tubes A-28

a,c.e j

l Lu u l E

a u

w 1

A-d -. ._

$ (SLOT ANGLE). DEGREES Figure A.4-7 3/4 Inch Tube Steam Generator Degraded Tube Pull Strength Design Curve for L*

A-29

1 A.5 CONCLUSION With sufficiently quantifwi information about degradation in the anchor regions of the applicable 3/4 inch tube S/G roll expr.;'as, use of the Design Curve is expected to provide reliable operation. (The leakage crite_

.a for this case is dimmwi elsewhere in this appendix

rxl involves an upper liniit on the number of tubes per steam generator which may be  !

, dispositioned thusly.) i 1

)

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A-30

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l APPENDIX B l

DETERMINATION OF NDE UNCERTAINTY

APPENDIX B DETERMINATION OF NDE UNCERTAINTY It is recognized that changes in inspection technology affect the degree of measurement uncertainty. The measurement uncertainty of an NDE test is a systemic quantity and is i

determined by the probe delivery system, the direction and speed of the test, and the type of coil being used.

It is recommended that the measurement uncertainty of the ECT method to be applied to the L* criteria be determined uniquely in order to take full advantage of advancements in technology. The determination of the NDE measurement uncertainty should be performed using a physical system configuration which is prototypic of that used for the 4

field examination. This would include the probe pusher, probe delivery conduit and proper orientation of the samples to be tested. The mode of probe delivery should be the same as that to be used in the field (for example, an RPC test done while pushing using a nominal 0.040 inch pitch).

1 The samples to be used should be representative simulations of the test. Simulations are l typically used so that the positioning and orientation of the indication can be controlled.

It is recommended that the sample set include a sufficient number of representative measurements such that the measurement uncertainty can be determined based upon the I statistics of multiple tests of a range of distances and/or indication orientations. The sample set should include some samples which meet the L* criteria as well as some which do not.

l l

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B-1

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l APPENDIX C METHODOLOGY OF MEASUREMENT OF THE ANGLE OF INCLINATION 1

l l

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i APPENDIX C l

1 METIIODOLOGY OF NEASUREMENT OF TIIE ANGLE OF INCLINATION The L* criteria requires that the indications be inclined by no more than 30 off of the tube axis. In order to determine the inclination of the flaw, the data display must have a measurement tool which allow for the display of the flaw in such a manner that the angle of inclination can be measured. This would typically be done in the form of a two-

' dimensional display of the of the indication set against the length and circumference of I the tube (see Figure C-1). The measurement tool would be used to trace the indication and determine the inclination with respect to the axis of the tube.

1 FIGURE C-1. MEASUREMENT OF INCLINATION OF AN INDICATION l l

l 3 eav eay 13.37 e 3ee che ss r 2

,gg ,a,g cut p a ===: , sEnmoisamst0E y er Lists: 7 Riamen PTSmm: sees (clast STD l -3.9E l:l llN EITENT TEM l TEM lllN!M ct l TRIGGER] [ 00 l 00L10UE SPEED 0.29 lin/see TRAIN IMOICATION ORIENTATION: l 44l Coll DIA. { 8el I *** DEG NOD -

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AXIAL VIEW

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