104
N73- 16519 NASA CR-121111 ji II EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS BY D. R. STONER WESTINGHOUSE ASTRONUCLEAR LABORATORY NATIONAL prepared for AERONAUTICS AND SPACE ADMINISTRATION NASA Lewis Research Center https://ntrs.nasa.gov/search.jsp?R=19730007792 2020-07-01T13:22:18+00:00Z

EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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Page 1: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

N73- 16519

NASA CR-121111

ji II

EVALUATION OF TANTALUM/316STAINLESS STEEL TRANSITION JOINTS

BY

D. R. STONER

WESTINGHOUSE ASTRONUCLEAR LABORATORY

NATIONAL

prepared for

AERONAUTICS AND SPACE ADMINISTRATION

NASA Lewis Research Center

https://ntrs.nasa.gov/search.jsp?R=19730007792 2020-07-01T13:22:18+00:00Z

Page 2: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

NOTICE

This report was prepared as an account of Government-sponsored work.

Neither the United States, nor the National Aeronautics and Space

Administration (NASA), nor any person acting on behalf of NASA:

A.) Makes any warranty or representation, expressed or

implied, with respect to the accuracy, completeness,or usefulness of the information contained in this

report, or that the use of any information, apparatus,

method, or process disclosed in this report may not

infringe privately-owned rights; or

B.) Assumes any liabilities with respect to the use of,

or for damages resulting from the use of, any infor-

mation, apparatus, method or process disclosed in

this report.

As used above, "person acting on behalf of NASA" includes any

employee or contractor of NASA, or employee of such contractor,

to the extent that such employee or contractor of NASA or employee

of such contractor prepares, disseminates, or provides access to any

information pursuant to his employment or contract with NASA, or

his employment with such contractor.

Request for copies of this report should be referred to

National Aeronautics and Space Administration

Scientific and Technical Information FacilityP. O. Box 33

College Park, Maryland 20740

Page 3: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

1. Report No. I 2. Government Accession No.

NASA CR-] 21 ] ] ] I4. Title andSubtitle Evaluation of Tantalum//3]6 Stainless Steel

Transition Joints

7. Author(s) D.R. Stoner

9. Performing Organization Name and Address

Westinghouse Astronuclear LaboratoryP. O. Box ]0864

Pittsburgh, Pao 15236

12. Sponsoring Agency Name and Address

NASA Lewis Research Center

21000 Brookpark RoadCleveland, Ohio 44135

3. Recipient's Catalog No.

5. Report Date

December, 1972

6. Performing Organization Code

8. Performing Organization Report No.

WAN L -M - F R- 72 - 006

10. Work Unit No,

11. Contract or Grant No.

NAS 3-1 3444

13. Type of Report and Period Covered

Contractor Report

14. Sponsoring Agency Code

15. Supplementary Notes

NASA Project Manager: Phillip L. Stone, Materials & Structures Division

16. Abstract

Tubular transiHon joints providing a metallurgically bonded connection between tantalum

and 316 stainless steel pipe sections were comparatively evaluated For durabillty under thermal

cycling conditions approximating the operation of a SNAP-8 mercury boiler. Both coextruded

and vacuum brazed transition joints of 50 mm (2 inch) diameter were tested by thermal cycling100 times between 730°C and 120°C (1350°F and 250°F) in a high vacuum environment. The

twelve evaluated transition joints survived the Full test sequence without developing leaks,

although liquid penetrant bond llne indications eventually developed in all specimens. The

brazed transiHon joints exhibited the best dimensional stability and bond llne durability.

17. Key Words (Suggested by Author(s))

Bimetal jointsCo-exfruslon

18. Distribution Statement

19. Sccurit_ Classif. (of this report)

Unclassified 20. Security C/_ssif. (of thi_ p:_ge)Unc lassifled

21. No. of Pages

* Fc_rsale by the ,"!:.tio_ll Technical Info' ':_.t,.,,'_Sr_rvice,Spril]_fic!d, Viroinia 22151

Page 4: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints
Page 5: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboralory

FOREWORD

This report describeswork performed under Contract NAS 3-13444 during the period of

July, 1969 to July, 1971. The experTmentalprogramwas administered under the kewis

ResearchCenter of the National Aeronautics and Space Adm|nlstrat]on w]th Mr. PhTIITp

L° Stone act]rig as the project manager.

This work was admln|stered at the Astronuclear Laboratory by Mr. R. W. Buckmanwith

Mr. D. R. Stoner servlng as the principal investigator.

Theauthor gratefully acknowledges the contribution of the follow|ng people to the successful

completion of the program.

Metallography- K. Galbraith

Thermal Cycle Apparatus and

Control Circuit Designand Construction - R. E. Sabolclk

UltrasonTcTesting - M. Demczyk

Electron BeamMicroprobe - R. Wo Conl]n, A° Danko

Page 6: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints
Page 7: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLEOF CONTENTS

(_ AstronuclearLaboratory

Page No.

Jo

II,

III.

IV.

V.

Vl.

VII.

VIII.

IX.

SUMMARY

INTRODUCTION

BACKGROUND

MATERIALS EVALUATED

TEST APPARATUS

TEST PROCEDURES

TEST RESULTS

A. Helium Leak and Liquid Penetrant Tests

B. Ultrasonic Inspection

C. Microprobe Analyses

D. Microstructure and Hardness

E. Dimensional Changes

SUMMARY OF RESULTS

CONCLUDI NG REMARKS

REFERENCES

viii

I

4

6

20

29

33

33

34

4O

56

76

83

85

86

Page 8: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

LISTOF TABLES

Table No.

1

2

3

4

5

6

7

8

9

10

11

12

13

Extrusion Conditions for Co-extruded Joints

Flanged Sleeve Joint Dimensions

Brazed Joint Fabrication History

Brazed Joint Dimensions

Thermal Cycle and Inspection Status

Interstitial Chemical Analysis of Tantalum Sections of BimetalTransition Joints

Liquid Penetrant Inspection Results

Relative Contribution of Extrusion and Test Exposure to DiffusionZone Growth in Sleeve Joints

Diffusion Zone Widths Determined by Microprobe PerpendicularTransverse

Diameter Changes and Camber in Sleeve Joints After Thermal

Cycling

Variation in Total Wall Thickness and in Tantalum Near Center

of Sleeve Joints

Diameter Changes in Tandem Joints After Thermal Cycling

Diameter Changes in Braz_ Joints After Thermal Cycling

Page No.

8

11

18

19

30

32

35

44

47

78

79

81

82

Page 9: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

AstronuclearLaboraTory

Figure No.

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

LIST OF FIGURES

Open and Closed Versions of Sleeve, Tandem, and BrazedBimetal Transition Joints

Transverse Sections of Sleeve Joint Extrusions As-extruded 10

Dimension Locations of Flanged Sleeve Joints 12

Longitudinal Sections from Joint No. 3 in the As-extruded 13Condition

Tandem Transition Joint Dimensions and Special Characteristics 15

Brazed Transition Joint Dimensions 16

Thermal Cycle Test for Transition Joints 21

High Vacuum Thermal Cycling Furnace (730°C) (1350°F) 22

Photograph of Thermal Cycling Apparatus 23

Static Pressure Sealing Technique 26

Vertical High Vacuum Aging Furnace 28

Water Immersion Automatic Traversing Transducer Head for 36

Ultrasonic Testing and "C" Scan Recording

15 MHZ Gated Pulse Echo "C" Scans of Unbond in Thermal 38

Cycled Sleeve Joint No. 4

Longitudinal Section of 8.6 mm (0. 340 in) Fissure Ultrasonically 39Detected in the Counterbored End of Thermal Cycled Sleeve

Joint No. 4

5 MHZ Thru-Transmlssion "C" Scans in Thermal Cycled 40

Tandem Joint No. 7

5 MHZ Through Transmission "C" Scans of Thermal Cycled 42

Brazed Joint and Standard

The Parabolic Reaction Rate of Interdiffusion Zone Growth as 45

a Function of Reciprocal Temperature for Selected Refractory/

Austenitic Bimetal Composites

High Magnification Electron Microprobe Linear Scans for Iron 46Over Bimetal Interface in 316 SS/Tantalum Sleeve Joints

Page No.

7

Page 10: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Figure No.

19

2O

21

22

23

24

25

26

27

28

29

3O

31

32

33

34

LISTOF FIGURES(CONTINUED)

Low Magnification Electron BeamMicroprobe Linear Scan forTantalum AcrossBrazed Joint No. 11, As-brazed Cond_Hon

Longitudinal Section of Brazed Joint No. 11 in the As-Brazed 50Condition

High Magnification Electron Microprobe Linear Scan for 51Tantalum Across Tantalum to Braze Interface on Joint No. 11,As-brazed Condition

Low Magnification Electron Beam Microprobe Linear Scan for 52

Iron Across Braze Joint No. 11, As-brazed Condition

Low Magnification Electron Beam Microprobe Linear Scans for 53

Nickel and Chromium Across Braze Joint No. 11 ,As-brazed Condition

Low Magnification Electron Beam Microprobe Linear Scans for 54

Silicon and Cobalt on Braze Joint No. 11,As-brazed Condition

Longitudinal Section of Flanged Sleeve Joint No. 7 at 57Location "A" As-extruded

High Magnification Comparison of Interdiffusion Zone Growth 58

in Thermal Cycled Sleeve Joints

Comparison of As-extruded and Thermal Cycled Hardness 59

Traverses from Extrusion and Sleeve Joint No. 4, LongitudinalSections

Flange End Interface in Thermal Cycled Sleeve Joints 60

Bond Rupture Through Stainless Steel in Thermal Cycled 62Sleeve Joint No. 8, Counterbore Area

Longitudinal Sections of Tandem Joint No. 11 Following 63

Thermal Cycling Showing Excellent Bond

Longitudinal Sections of Tandem Joint Following Thermal Cycling 64Showing Bond Line Fissures

Longitudinal Sections from Tandem Joint No. 3 in As-extruded 65Condition

High Magnification Comparison of Interdiffuslon Zone Growth 67

in Thermal Cycled Tandem Joints

Tandem Joint No. 3 - As-extruded Longitudinal Section 68

Page No.

49

vt

Page 11: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

Figure No.

35

36

37

38

39

4O

41

LIST OF FIGURES (CONTINUED)

Hardness Traverse Across Wall Thickness of Thermal Cycled

Tandem Joints (Plan A) Comparing Pressurized and Open

Specimens

Braze Cross Section of As-brazed Joint No. 11 Longitudinal

Section

As-brazed Joint Cross Section Joint No, 11

2000 Hours at 730°C (1350°F) (Braze Cross Section)

Hardness Traverse of As-brazed Transition Joint

Hardness Traverse of Thermal Cycled Brazed Joint No. 15

Sleeve Joint No. 6 Following 100 Thermal Cycles Showing

Severe Diametral Contraction and Camber

Page No.

69

7O

72

73

74

75

77

Page 12: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

SUMMARY

Tubular transition joints providing a metallurgically bonded connection between tantalum

and 316 stainless steel pipe sections were compared for as-fabricated quality and for resis-

tance to thermal cycling. Three types of transition joints were evaluated: a cobalt_base

brazed tongue-ln-groove design and two variations of a coextruded design. Of the co-

extruded pair, one was a sleeve design which was basically a heavy walled bimetallic tube

later machined to a tube-to-header joint configuration, and the other was a tandem or

tapered interface design.

The 50 mrn (2 inch) diameter transition joints were thermal cycled 100 times between 730°C

and 120°C (1350 to 250°F). The thermal cycling, which included a total exposure time

of up to 1600 hours at 730°C (1350°F), was designed to simulate the operating conditions of

a SNAP-8 mercury boiler. An ion pumped, high vacuum test environment was used, to prevent

contamination of the tantalum section of the transition joints during thermal cycllng and thermal

exposure.

All three types of transition joints survived the full test sequence and remained helium leak

tight although the two types of coextruded transition joints developed bond llne fissures as the

thermal cycle tests progressed. The coextruded transition joints also experienced severe

diametral contraction in the bimetal butt joint area. In view of these results, the

brazed transition joint is recommended for service in applications similar to that of the

SNAP-8 mercury boiler.

Page 13: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(__ AstronuclearLaboratory

I. INTRODUCTION

The purposeof this investigation was to makea comparative evaluation of the bond durability

of three types of tantalum to stainlesssteel transition joint The test conditions were keyed

to the mercury boiler requirements of the SNAP-8 (1) nuclear power system, and the prime

intent was to select the best bimetallic joint for this mercury boiler.

The tubular transition joints were designed to provide a leak tight, metallurgically bonded

tube joint between tantalum and 316 stainless steel. Tantalum is required for corrosion

resistance in a 730°C (1350°F) tube-in-tube mercury boiler which must be joined to

an iron basealloy turbine loop. The useof prefabricated tubular transition

iolnts thus permits conventional tantalum and stainless steel welding techniques to be used

at either side of the transition area.

Of the several processes which are capable of providing a sound, metallurgically bonded

joint between tantalum and 316 stainless steel, hot coextrusion and cobalt base alloy brazing

were selected for evaluation because of previous favorable fabrication experience. Two

types of coextruded joints were evaluated: a tube within a tube sleeve joint and a butt

joint with a tapered interface.

Thermal cycling over the expected SNAP-8 boiler operating range 120°C to 730°C (250°F

to 1350°F) was selected as the basic durability test because it was felt that the large differ-

ence in coefficient of thermal expansion between tantalum and 316 stainless steel (about

2-1/2 to 1) could lead to bond deterioration.

The relatively slow heating and cooling rate thermal cycle test (2 hours heating, 2 hours

cooling, 10 hours hold at temperature)was designed to simulate the normal operating mode

of the SNAP-8 system. A clean, ion pumped high vacuum environment of 10 -7 to 10 -9 torr

Page 14: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

was used in conjunction with a low thermal inertia hot wall furnace for the thermal cycle

test. The joints were tested in an open and in a sealed, internally pressurized condition.

The evaluation included as-fabricated dimensional inspection to determine the process

control provided by the various techniques.

Since the primary function of the transition joint was the containment of boiling mercury,

the sensitive helium leak test was used as the primary inspection mode both for the as-

fabricated transition joints and for the sequential thermal cycle test. The 100 cycle

exposure was interrupted after 5, 10, 30, and 50 cycles, and nondestructive inspection was

performed to follow gradual degrading modes of joint failure.

Ultrasonic inspection techniques were developed both to determine the as-fabrlcated bond

integrity and to follow bond degradation as the thermal cycle tests progressed.

During the fabrication of refractory metal to stainless steel transition joints, care must be

taken to avoid the formation of extensive diffusion zones between the dissimilar metals. The

diffusion zones are characterized by brittle intermetalllc compounds which may lead to joint

failure. A marked decrease in bimetal joint strength when the interdlffusion zone reaches a

thickness of 12.7 pm (0. 5 x 10 -3 inches) had been observed in a previous evaluation (2).

Bimetal transition joints are commonly used at elevated temperature where interdlffuslon may

enlarge a thin as-fabricated diffusion zone to troublesome proportions. The growth of the

brittle intermetalllc during service will be a function of the operating temperature and time,

which, in the case of the SNAP-8 boiler, is approximately 730°C (1350°F) and at least five

years. The interdiffuslon zone dimensions were measured in the as-fabrlcated condition and

following 1600 hours of 730°C (1350°F) thermal cycling. Five year growth predictions were

made based on the short time test data.

Page 15: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_) AstronuclearLaboratory

In summary, this programwas intended to comparethe durabTl|ty of three types of bimetal trans-

ition joints (sleeve joint-hot extrusion, tandem joint-hot extruslon, and brazed joints), and to

select the best process For the SNAP-8 mercury boiler. The hot extruded trans_tlon joints

were made for NASA by the Nuclear Metals Division of Whittaker Corporation, and the

brazed jolnts were made by Nuclear Systems Programs, Space D|vlslon of the General

Electric Company.

Page 16: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

II. BACKGROUND

The SNAP-8 nuclear power systemwasdesigned by NASA to usea nuclear reactor heat source

to power a mercury turbo-electric generator(1)." A NaK primary coolant loop transfers the

reactor heat to vaporize mercury in a once-through tube-ln-tube mercury boiler. Though the

entire mercury-NaK heat transfer systemwasdesigned to useconventional iron base stainless

steels and superalloys, component tests indicated severe corrosion problemson the mercury side

of the mercury boiler. Unalloyed tantalum was identified as having excellent corrosion

resistance to mercury, but not to the NaK primary coolant so two boiler designsevolved which

interfaced tantalum to mercury and 316 stainlesssteel to NaK. The initial design utilized

tantalum lined stainless steel tubing. Several fabrication development programswere com-

pleted in which small diameter 1.9 cm (3/4 inch) bimetal boiler tubes were made by explosive

bonding, hot extrusion and cold drawing, and direct hot extrusion to final slze(3). Results

of fabrication and welding studies assuredthat hardware could be made from double layer

stainless-tantalum tubing(4). Adequate resistanceto thermal cycle unbonding wasonly pro-

vided by hot extruding directly to final size, and a successful processwas identifled (3).

The final boiler design utilized a double containment concept wherein tantalum boiler tubes

were isolated from the flowing primary loop NaK by a larger diameter stainless steel tube.

The annulus between the stainless steel and tantalum tubeswas filled with nonflowing NaK

to satisfy the heat transfer requirements. In order to contain all tantalum surfaceswithin a

protective stainless steel boiler shell, large diameter transition joints from tantalum to 316

stainless steel were required which are the subject of this evaluation program. A complete

description of the double containment boiler, which was fabricated and operated successfully

for 15,000 hours, is provided in a SNAP-8 report(5).

Page 17: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(__ AstronuclearLaboratory

To provide sufficient hardware for boiler fabr_catlon immediately after an optimum fabrication

process was selected, thlrty-slx (36) transition jolnts were prepared; twelve (12) each by three

different techniques. Two variations of hot extrusion and a cobalt base alloy brazing technique

were chosen as the three processes. Each of the 36 transition joints were nondestructively

evaluated to assess the as-fabrlcated quality. Four transition joints were selected From each

lot and were destructively and nondestructlvely evaluated to provide a measure of process

reproducibility.

In parallel with this program, thermal shock tests, using high flow velocity mercury systems,

were made on similar brazed and tandem transition joints (6). A 10 cm (2.5 inch)diameter

braze joint survived 150 thermal shocks without apparent damage while a tandem joint

developed leaks at the bimetal interface. Failures during high temperature (730°C/1300°F)

tensile tests of brazed joint configurations occurred in either parent metal (tantalum or stain-

less steel) depending on joint design and adequacy of the braze (7). In addition to the specific

tensile and shock tests, J-8400 brazed joints have been employed in mercury boiler tests with

good results both from a corrosion and structural standpoint.

Outside of the direct SNAP-8 experience, tandem transition joints of a wide range of

materials and sizes have been made for nuclear, chemical, and aerospace applications° At

the Westinghouse Astronuciear Laboratory, tandem transition joints of Ta-10w/oW and 316

stainless steel have been in service for over one year in thermoelectric modules with excel-

lent results (8) . These 2.5 cm (1 inch) diameter joints were hot coextruded by the Nuclear

Metals Division of the Whittaker Corporation. Four thermoelectric modules, each containing

two tandem transition joints as a NaK containment and structural member, have been in

operation From 9000 to 12,000 hours at 605°C (1125°F) including 50 rapid thermal cycles

from 605 to 260°C (1125 to 500°F) without a single leak-through failure. Although the

transition joints could not be examined for signs of progressive bond failures until the test

program is complete, an identical tandem transition joint was tested for 2500 hours at 605°C

(1125°F) and thermal cycled 50 times with no evidence of dlametral contraction or bond

line fissuring.

Page 18: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Ill. MATERIALSEVALUATED

Three types of 316 stainlesssteel to tantalum transition joints were evaluated for thermal

cycle durability. Figure 1 showsthe open and pressuresealed versions of the 50. 0 mm

(2.00 inch) d|ameter transition joints. Fromleft to rlght |n Figure 1 the transitTonjoints are a sleeve joint, with a header plate simulating flange welded in place, a tandem

joint, and atongue and groove brazed jolnt. The sleeve joint and tandem joint were made

by hot extruslon over a fixed mandrel,and the brazed joint was vacuum brazed using a high

temperature cobalt basealloy. Although all three types of transition joints were in competition

to provide a leak tlght unlon between 316 stainless steel and tantalum_ the sleeve jolnt was

also useful as a header joint for a heat exchanger; hence, the welded Flangesimulating

the header plate stressconditions.

Hot Coextruded Joints - The hot coextruded jo|nts were made by the Nuclear Metals

D|vlslon of the Whittaker Corporation for NASA Lewis under Contract No. NAS 3-11847,

and the complete fabrication details are described Tn NASA CR 72761_9_. The tantalum

lined sleeve joints were made by assembling a tantalum cylinder inside a stainless steel

cylinder, canning the assembly in a carbon steel container, evacuating, and hot extrudTng over

a tool steel mandrel. The tandem joints were made by butting a tantalum cylTnder to a

stainless steel cylinder and similarly vacuum canning the assembly in carbon steel and hot

extruding over a mandrel. To provide the completed tapered transition length of 3.8 cm

(1-1/2 Tnches), an initial bevel was provlded between the tantalum and stainless steel com-

ponents. The extrusion details are summar|zed in Table 1. Following extrusion, the carbon

steel cladding was removed by selective pickling, and the transition joints were machined.

Previous bimetal tubing evaluation programs (3) had indTcated that the final metal working

operation should be high temperature deformation to malnta_n acceptable bimetal bonding,

and consequently no cold working operations were performed following extrusion.

Page 19: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

®

s4u!oI-uo!.t!suoJ1 lO4euJ!9pezmtl puo "uJepuoI

'e^eelS jo suo!ue A pesol_) puo ued 0 '.t4B!_loJ 4je"I uJoJ-1 "L 31dnOl-i

Page 20: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLE 1. Extrusion Conditions for Co-extruded Joints

Large Diameter Sleeve

Small Diameter Sleeve

Tandem Joints

Reduction

Ratio

8:1

8:1

5:1

Tem peratu re

1065

1065

995

Tempe ratu re(_F)

1950

1950

1825

0

Page 21: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

Sleeve Joints

Figure 2 compares full scale transverse ring sections from the as-extruded sleeve joints.

inside diameter surface, which in the clad state was extruded over a mandrel, was

smooth. The inside layer of tantalum and the outside layer of 316 stainless steel were

concentric.

The

Microstructure and Hardness - A discussion of the mlcrostructure and hardness is deferred to

the experimental results section where a direct before and after comparison is made between

the as-extruded and thermal cycled joints.

Dimensions - Six of the eight sleeve io|nt extrusions were cut in two, and the outside dia-

meter was machined. One of the pair of sleeve joints from each extrusion then had a heavy

stainless steel flange electron beam welded to the wall to simulate the stresses expected in

service as a tube to header joint. Table 2 compares the dimensions of the six flange-welded

sleeve joints, and Figure 3 is a sketch which clarifies the dimension location. The great

variation in center wall thickness, shown in Table 2 is not a product of the extrusion process

but is due to the outside diameter machining of the cambered or bent bimetal sleeves. Had

the tube lengths been press straightened prior to machining, considerably more uniform dimen-

sions would have been obtained. The full section views of the as-extruded sleeve joints

shown in Figure 2 are more indicative of the concentricity of the extrusion process.

Tandem Joints

Tandem transition joints are best observed in full longitudinal section as shown in Figure 4.

The tapered transition joint is designed to distribute the dissimilar thermal expansion stresses

and to prevent rupture during thermal cycling. To estimate the variation in taper length,

Page 22: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii_______!!!!!!i!iiiiiiiiiiiiiiiiiiiiiiiii_i___i_i_iii_iii_i_iiii__i_i_i_iiiii_iiiiiiiiiiiiiiiiiiiiiiiiiiiii_i_iii!i!i!!_______iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii!i_iiiiii_iiiiiiiiii_::::::::::::::::::::::::::::::::::::::::::::::::::_:::::::_:_::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::_:_:::_:_:_:_:_:_:::_:::_:::::::::::::::::::::::::_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:!:!:!:i:i:i:i:!:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:!:_:_:_:_:_:_:_:_:_:_:_:_:_:_:!:!:_:_:!:i:i:i:!:!:i:i:__

No. 1 (center) 1X No. 2 (front center) 1X

No. 5 (front center) 1X No. 8/front center) 1X

2.54 crn (1.0 |nches)

FIGURE 2. Transverse Sections of Sleeve Jo|nt Extrus|ons As-extruded

lg

Page 23: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLE2. FlangedSleeve Joint Dimensions

Overall

length

No. (inches) i2 8.00

4 7. 98

5 8.00

6 7.63

7 7.27

8 7. 83

Weight

(pounds)

5.113

5. 228

5.021

5.014

4. 760

5. 100

SN

OD A

(inches)

2.254

2. 252

2. 237

2.254

2.250

2.256

End 316 S. S.

,oA(inches)

2. 001

2.000

1. 998

1. 998

1. 998

1. 998

Wall Thick. (in.)Max. Min.

129 123

126 123

119 114

127 125

124 123

129 123

Center Wall

Thickness (in.)

Max. Min.

267 253

268 249

302 203

261 255

263 255

271 249

Opposite End Tantalum

O DA ID A

(inches) (inches)

1. 886 ; 1. 7231. 970 I 1. 762

1. 883 1. 728

I. 954 ! I. 746

I. 959 I I. 749

1. 869 I 1. 723

Wall Thick. (in.)Max. Min.

• 080 .074

• 107 .104

. O82 .068

• 104 .102

.106 .104

.072 .069

No.

2

4

5

6

7

8

Overall

length

(mm)

203

203

203

194

185

199

SN

Mass © DA

(kg) (mm)

2.319 57. 25

2. 371 57. 21

2.278 56.82

2. 274 57.25

2. 159 57. 15

2.313 52.30

SI

End 316 S. S.

....... UNITS ...........................................................................

Opposite End Tantalumt

_:Wall Thick. (ram)

Max. Min.

Center Wall

Thickness (ram)

Max. Min.

6.78 6.43

6.80 6.32

7.67 5.16

6.63 6.48

6.68 6.48

6.88 6.32

© DA IDA

(mm) (mm)

47.90 43.76

5O. 04 44. 75

47• 83 43. 89

49• 63 44. 35

49. 76 44. 42

47.47 43.76

IDA

(ram)

50.82

50.80

50.75

50.75

50.75

50.75

Wall Thick• (ram)Max. Min.

3.28 3.12

3.20 3. 12

3.02 2.90

3.22 3.18

3.15 3.12

3.28 3. 12

i2.03 11.88

I

2.72 2.64

2.08 _ 1.73

2.64 i 2.592.69 i 2.64

1.83 [ 1.75

A - Average of 0° and 90° readings

B -Maximum and minimum of 4 readings

@r--

C_

O "_O

O ¢-J

Page 24: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Opp.End

1.12 inches

-_(2.85cm_-

¼Tantalum

Center Wall

.63 in.

(1.60 cm)

tO.D. D. f I

_L_ ' L_.J ..... I.... J ........................... :.

i Ih_\ \_ \\ \1\\\\" .\\\\\\\ \\\ \\\\\\\ \_. _._

_'z'zA 3. 485 inches

F/J t <8.85cm> ----

L overa II

f Wall,\\\\\\_

I.D.

__.t

1.50 in. [,_w-----

3.81 era) i

t0 D,

SN End

316 Stainless

Steel

FIGURE 3. Dimension Locations of Flanged Sleeve Joints

Page 25: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

0 °

72 °

216 °

2.54 mm

(0. 1 inch)

FIGURE 4. Longitudinal Sections from Joint No. 3in the As-Extruded Condition

Page 26: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

five longitudinal sections were obtained spaced 72 ° apart around a single transition joint.

The sectioned taper length of joint No. 3 varied from 4.76 cm to 2.67 cm (1. 875 inches to

1. 060 inches) which compares favorably to the 4. 80 cm to 3.7 cm (1.89 inches to 1. 455 inches)

variation measured by radiograph. Figure 5 lists the machined dimensions of the tandem

joints including the only piece to piece variable dimension, the radTographlcally determined

taper length. The taper lengths shown in Figure 5, although general ly less than the target

value of 3.8 cm (1.5 inches) (9), are considered acceptable for a durable, leak tight trans-

ition joint of this diameter and wall thickness. A 1.02 cm (0.4 inch) bevel had been machined

on the extrusion blanks to purposely _ncrease the taper length of the 5:1 ratio extrusion.

Microstructure and Hardness - A discussTon of the microstructure and hardness is deferred

to the experimental results section where a can parison is made between the as-extruded

and thermal cycled transition joints.

Brazed Joint

The brazed joints were designed and made by the Space Systems DivTsion of the General

Electric Company, Cincinnati, Ohio, for NASA Lewis under Contract NAS 3-11846, and

the complete fabrication details are described in NASA CR-72746 (10)

The brazed joint tongue and groove design Ts shown _n F_gure 6. The tantalum side of the

transition joint was machined to a tongue to fit the stainless steel groove. Previous succes-

sful joints had been made at General Electric with a stainless steel tongue and a tantalum

groove, but the present configuration was considered to be more favorable. A cobalt-base

alloy, J-8400", also developed by General Electric, was used for the fluxless vacuum

brazing operation. A brazing temperature of approximately 1200°C (2200°F) was required,

and generally from 2 to 3 brazing cycles at successively higher temperatures were required to

produce an acceptable braze as determined by ultrasonic inspection. Table 3 lists the brazing

* 45w/o Co-21 w/oCr-21 w/o Ni-8w/oSi -3. Sw/oW-0.8w/o B-0.4w/o C

Page 27: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

Welght - 2.70 Ibs.

Mass - (1.22 kg)

Tantalum _ . Taper __

Z,/..Z,/_Z_/Z/ZZ/__Z/_,,'-z2-zz-_ .._

v',.V..r-//Z..r-/'/7...V..r27-._-_-_---"

!_ 8.00 inches

(20. 3 cm)

• 122 inches

- (.310cm)

T-11. 760 inches

(4,470 cm)

I,

SN End

t2. 007 inches

(5. 098 cm)

1,

No.

1

2

3

4

5

6

7

8

9

10

11

12

_verage Taper Length

inches

1.22

1.44

1.67

1.35

1.06

1.30

1.01

1.47

1.33

1.44

1.35

1.18

cm

3.10

3.66

4.24

3.43

2.69

3.30

2.56

3.73

3.38

3.66

3.43

3.00

Special Characteristics

I D Unbond - Single Point

©D Defect - Dye Pen. -Single Point

OD Defect - Dye Pen. - Line

* - Average of four locations measured by radiography

FIGURE 5. Tandem Transition Joint Dimensions and Special Characteristics

Page 28: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

-- Tantalum ©D

Tantalum

2. 009 inches

(5. 103 cm)

1. 756 inches

(4. 460 cm)

L.125 inches

(. 318 cm)

--316 SS @D

1

1-

316 SS

.120 _nches

_-- (.305 cm)316 SS

D 1. 756 inche_

I (4. 460 cm)

_iI

6.00 inches

(15.24 cm)

Stainless Steel

LengthJill"

SN

End

2. 000 inches

(5. 080 cm)

FIGURE 6. Brazed Trans|tlon Jo|nt Dimens|ons

Page 29: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

@ Asl'ronuclearLaboraTory

cycles and the maximum brazing temperature for each of the 12 brazed joints. On the same

table an ultrasonic inspection rating column compares the relative braze quality as deter-

mined by G. E. and WANL. A good rating by G. E. should correspond to a low number of defects

as inspected by WANL, but consistent inspection results were not obtained. The ultrasonic in-

spection results are discussed in greater detail for all three types of transition joints in the

experimental results section, and more quantitative results are presented.

Dimensions - The dimensions shown in Figure 6 are common to all twelve brazed joints and

did not differ significantly. Several machined dimensions in the area of the braze

did differ, and these are shown in Table 4.

Microstructure and Hardness - A discussion of the microstructure and hardness is deferred to

the experimental results section where a comparison is made between the as-extruded and

thermal cycled transition joints.

Page 30: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLE3. BrazeJoint Fabrication History

SpecimenNo.

8

9

10

11

13

15

16

17

18

19

20

22

Date

Brazed

8-14-69

7-14-69

7-14-69

2 - 14-70

2 -28 -70

10-30-69

3-6 -70

2-21 -70

12-13-69

2-15-70

2-14-70

12-13-69

Tota !

Braze

Cyclesi

2

2

2

2

2

2

3

2

2

3

Maximum Braze

1182

1182

1204

1232

1232

1199

1211

1232

1232

1232

1232

1232

J OF>_

2160

2160

2200

2250

2250

2190

2212

2250

2250

2250

2250

2250

Ultrasonic RatingWANL

G.E. No. of Defects

Good

Good

Poor SignalReturn

Average

Good

Bad

Good

Average

Good

Bad

Bad

Average

0

Poor SignalReturn

1

8

3

0

0

1

0

0

4

0

Page 31: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLE4. BrazedJoint Dimensions

Number

8

9

10

11

13

15

16

i 17!

j 18i

1 19I

20

22

Weight

(Ibso)

1. 925

1. 936

1o 925

1. 973

2° 086

1. 850

1o973

2o1!4

1. 971

1. 956

2.092

1o987

L

Mass

(kg)

• 8732

• 8782

Stainless Steel

Length

(ino) (cm)

3.250 8o 26

3.23 8.20

Stainless

OD

(in.)

2. 130

2o 128

Steel

(cm)

5.410

5° 405

Joint Area Dimensions

Tantalum Stainless

C

(in.)

1. 940

1. 942

D

(cm)

4. 928

4. 933

ID

(in.)

1. 740

1. 740

°8732

.8950

.9462

°8392

.8950

• 9589

• 8940

o8872

• 9489

• 9013

3.16

3.69

3.22

3.67

3.69

3.23

3.25

3.69

3.25

3°25

1

9.

8.

9.

9.

8.

9.

8.

8.

03 2.126

37 2o 127

18 2. 126

32 2. 128

37 20 126

20 2.126

26 2. 128

37 2o 126

26 2° 126

26 2o 126

5.400

5. 402

5° 400

5.405

5° 400

5.400

5.405

5. 400

5° 400

5° 400

1. 928

1. 950

1. 946

1. 941

1. 944

1. 952

1. 944

1. 946

1. 945

1. 944

4. 897

4. 953

4. 943

4. 930

4. 938

4. 958

4. 938

4° 943

4. 940

4. 938

1. 738

1. 726

1. 724

1. 723

1. 724

1. 724

1. 724

1. 726

1. 725

1. 722

Steel

(cm)

4.420

4.420

4. 414

4. 384

4. 379

4. 376

4. 379

4. 379

4. 379

4. 384

4. 382

4. 374

@,z--

r....-

--,-i

Page 32: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

IV. TEST APPARATUS

The durability test used for the transition joints consisted of thermal cycling 100 times from

730°C (1350°F)to 120°C (250°F)in high vacuum. The heating and cooling rates were low,

as this was required to simulate the normal expected thermal transient for the transition joints.

Figure 7 shows a typical thermal cycle which required approximately 2 hours for heating and

2 hours for cooling. As the program continued, the hold time at temperature was reduced from

an initial 10 hours to 5 hours and finally to 2 hours for the last thermal cycle. The hold time

was reduced to complete the test program more quickly since it was believed that the hold times

had little affect on the test severity.

To provide a symmetrical thermal environment for six large transition joints, a long, small

diameter, 316 stainless steel hot wall vacuum furnace was used. Had more rapid heating

and cooling rates been required, the high thermal inertia of the hot wall furnace could

not have been tolerated, and an internally heated ultra-hlgh vacuum system would have

been used.

Figure 8 is a drawing of the hot wall furnace and the specimen array. The specimens were

supported by a stainless steel rack. The temperature was monitored at three locations in

the furnace interior, and the hot wall furnace was controlled by an external thermocouple

adjacent to the furnace tube. The hot wall furnace was pumped by a titanium sublimation

pump chamber and three small sputter ion pumps. The combined pumping capacity was

approximately 900 I/sec for nitrogen. To provide the initial roughing vacuum and to aid

the ion and sublimation pumps during bakeout, a 250 I/sec turbo-molecular pump was used.

Furnace vacuum was monitored by a nude ion gage at the roughing end and by a cold cathode

gage and the ion pump current at the sublimation chamber end. The pressures obtained were

2 x 10 -7 torr with the furnace hot to 5 x 10 -9 torr with the furnace cold. Figure 9 isa

photograph of the hot wall furnace and associated control system.

Page 33: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

8OO

7OO

60O

V

High Temperature SetPoint Starts Timer

Timer InterruptsPower, StartsAir Blower

Hold Time was inltlaTl k

10 hours, was reduced to

5 hours, and finally to2 hours.

500

400

3O0

200

100

Low Temperature Set Point

Interrupts Air Blower, StartsPower

I I I 1 I 1 I I2 3 4 5 6 7 8 9

Time (Hours)

FIGURE 7. Thermal Cycle Test For Transition Joints

I10

@oo

o3

Page 34: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

/-- Sputter Ion Pumps -- 24 KWClamshell Resistance Furnace

/ 2 - 15 I/sec / 42 inches 4* Zone Active Length

1 - 30 I/sec / ' 8 inch UHV Flange

_, 1_ Flanged Sleevent _ / Cooling ;

_-- TSPFilaments _ /..- 10 inch UHV Flange J \ / /-- TandemJolnt /--- Brazed Joint Annulus

__ ..IL i-.__. // (darkened °_/_s are pressurlzedi Exhaus['_I-_-I_t _Ga

// geIJ¢, II _ .....

I // (]D _,_I[_J_--L_rl_LI] ............. I II II ----

Roughing System

Air Cooling \ 250 1/sec12 inch diameter x 24 inches long Annulus Inlet \ Turbomolecular Pump

Titanium Sublimation Pump Chamber _-- Main Retort Tube

Estimated pumping speed 850 I/sec. 3.5 inches OD x

0. 120 inch wall

316 SS

* Two end zones and two center zones separately controlled.

FIGURE 8. High Vacuum Thermal Cycling Furnace (1350°F) (730°C)

Page 35: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

k

(_) Astr0nuclearLaboratory

,4.--

pB.0..

<_O3¢.-

Q_m

o>,,

U

0

(D¢-

I.--

¢-O_

.oO30

.lib

0

o:u.Jrv,

0LI-

Page 36: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

As an added precaution to prevent contamlnation, the transition joTnts were wrapped in

tantalum foll during thermal cycling. Chemical analyses of sections of tantalum from the

thermal cycled specimens indicated no contamination had occurred as discussed in a later

section° Also, no significant interstitial element difference was observed between the

sealed (pressurized) and open transition joints.

The double wall furnace construction was initially designed to prevent the dlffus_on

of hydrogen through the hot stainless steel furnace wall. The outer wall was to be evacuated

to a modest pressure (10 -3 torr) to reduce the partial pressure of the contaminant. Pre-

l lmlnary experiments with a small scale double wall stainless steel system indicated that

double evacuation did not improve the internal vacuum of the hot furnace. A 100 mm

hydrogen partial pressure in the outer annulus led to a rapid rise Tn internal pressure indicating

the rapld dlffuslon of hydrogen through the hot 730°C (1350°F) furnace wall, but experiments

with helium and air indicated that no appreciable diffusion occurred. Since the double wall

construction was not required to obtain low pressures, it was used as an a_r cooling annulus

to increase the cooling rate of the specimen during the thermal cycling. Without the use

of forced air cooling, the cooling time from 730°C (1350°F) to 120°C (250°F) would have

been increased from the required 2 hours to 5 hours.

Automatic Control - The thermal cycle automatic controls were designed to provide an

accurate high and low temperature and a uniform hold time at temperature. During the

heating ramp, current Iimlters were adjusted to prov|de a 2 hour heating time. At 730°C

(1350°1 :) a hlgh set point swltch started a timer to provide the required hold time at tem-

perature. Proportlonall SCR two-zone controllers were used to provide a rapid approach

to temperature without an overshoot. At the end of the required high temperature hold time,

the timer interrupted the furnace power and turned on an air blower for a 2 hour cooling

ramp to 120°C (250°F). At 120°C (250°F) a low temperature set point turned off the air

24

Page 37: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AslronuclearLaboratory

blower and restored the furnace power for a secondheating cycle. Both thermocouple

break and a separate over temperature set point were provided to prevent high temper-

ature excursions. The sputter ion pumpcurrent controlled an over-pressure relay which

would permanently interrupt furnace power in the event of vacuum failure. With the built

in safeguards, no damaging temperature excursions occurred over the 6 months of operation

and a total of 200 thermal cycles. Continuous recordings were maintained of the specimen

temperature.

Pressurized Specimens - Each six specimen thermal cycle load was composed of two

specimens o£ each type o£ transition joint, one of which was open and one was seal welded

and pressurized with helium. The helium pressure at room temperature was adjusted to pro-

vide a calculated 1.70 MN/'m 2 (250 psig) pressure at 730°C (1350°F), which is the expected

service environment for the transition joints. Figure 1 shows the open and pressurized

versions of the three types of transition joints. Figure 10 shows the technique used to pres-

surize the transition joints with high purity helium. End caps of like material were electron

beam welded to both ends of the transition joint, and a . 635 cm (1/,4 inch) stainless steel

tube was welded to the stainless steel end cap. The seal welded transition joint was helium

leak checked and evacuated with a turbomolecular pump as shown in Figure 10. Following

a two hour evacuation, which also evacuated the precision pressure gage and the gas

supply lines back to the metal diaphragm regulator, the transition joints were filled to

0.42 MN/'m 2 (62 psig) high purity helium. The gas supply tube was then heated to 755°C

(1400°1=), and squeezed flat witha 22,300 N (5000 lb. ) hydraulic plnch-off tool. The flat-

tened tube was then cut with sharp bolt cutter, and the sheared edge was immediately GTA

welded° The seal welded transition joints were then helium leak checked. Thls method

of pressurizing permitted easy thermal cycle loading and unloading and ultrasonic inspection

as compared to alternate methods employing dynamic pressurizing connections. Following

the 100 thermal cycle tests, the pressurized specimens were drilled open in a sealed vacuum

chamber of a known small volume, and the pressure rise of the sealed system was measured

Page 38: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Transition Joint

Pinch Off & SealWeld

Bleed Line

PrecisionPressure

Gage Metal DiaphragmRegulator

cDykm

Turbo 6Pump_jll_l_l_':__5 x 10- torr_ _ _'

High PressureMechanical Fittings

1350°F - 250.0 psla High Purity250°F - 98.0 psla Helium

75°F - 73.9 psla - Specimen filled and sealed at 75°F

+ 3.4% Correction for Volume Change of 316 SS Specimen from 75°F to 1350°F.

73.9 psla2.5 psia - Volume Change Correction

76.4 psia14.4 psla - Atmospheric Pressure62.0 psig - Gage pressure

-,.,

i;; :::

FIGURE 10. Static Pressure Sealing Technique

Page 39: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

and compared to calculated values to determine if leaks had occurred during thermal cycling.

No leaks were observed in any of the pressurlzed specimens indicating the process was suc-

cessful.

Aging Furnace - Sections of a brazed jolnt were exposed for 3000 hours at 730°C (1350°F) to

determine the effect of extended service time on the complex, cobalt base, braze alloy.

A vertical sputter ion pumped furnace was used as shown in Figure 11. Pressures measured

in the pumping area of the furnace varled from 6 x 10 -8 torr at temperature to 4 x 10 -9 torr

cold, following the 3000 hour run. The pressure at the beglnnlng of the exposure was

1 x 10 -6 torr. This type of hot wall quartz tube furnace had previously been used in high

vacuum heat treating with good results (2). As an added precaution, the b|metal specimens

were wrapped in tantalum foil. Figure 9, the photograph of the thermal cycling furnace,

also shows the sputter ion pump top section of the thermal exposure furnace in the background.

The turbomolecular pump was used to rough pump the system to ion pump starting pressure.

Page 40: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Sputter Ion Pump

30 I/sec

Nude Ion Gage

Sputter Ion Pump15 I/sec

Valve to Turbomolecular

Flexible Steel Bellows R°ughlng System

G lass to

Metal Seal

1-1/2 in.

Vycor Tube

1-1/4 in.

Vycor Tube

SuspendedResistance J SpecimensFurnace

FIGURE 11. Vertical High Vacuum Aging Furnace

Page 41: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

V. TEST PROCEDURES

The basic performance evaluation For the transition joints was a relatively slow thermal

cycling exposure From 730°C (1350°F) to 120°C (250°F) in high vacuum. A total of

four of each type of transition joint was fully evaluated which provided a reasonable

measure of performance For the three types of specimens. Each specimen was subjected to

100 thermal cycles with From 2 hours to 10 hours of dwell time at 730°C (1350°F) between

each cycle. One half of the specimens were tested in the open condition, and one half

were tested internally pressurized with helium to duplicate the 1.70 MN/m 2 (250 pslg)

service pressure at 730°C (1350°F). As shown in Table 5, which details the entire thermal

cycling test and inspection plan, the 12 transition joints were separated into two test lots in

which a different soak time-thermal cycle sequence was used although each lot eventually

received a total of 100 thermal cycles. The basic difference between the two lots was that

a group of six designated as Plan A was immediately raised to 730°C (1350°F) to begin a series

of five thermal cycles; whereas, Plan B was first soaked at temperature for 100 hours before

starting the same five thermal cycles. These differing test modes were an attempt to simulate

SNAP-8 startup conditions. Originally, the general opinion was that the 100 hour soak at

730°C (1350°F), preceding the thermal cycling would be the more severe test condition. Plan"

B also included a 1000 hour hold at temperature before a final 10 thermal cycles.

As is shown in Table 5, the transition joints were thoroughly evaluated following increasingly

larger numbers of thermal cycles to establish the thermal cycle effect on joint deterioration.

As more confidence was obtained in the transition joint performance, the number of thermal

cycles between evaluations was increased from 5 to 10 to 30 and finally to 53 to complete the

Full 100 cycles. In addition, any bond Failures in the pressurized specimens would have pro-

duced an unmanageable pressure rise and consequent test interruption in the high vacuum

system since the titanium sublimation pump and the sputter ion pumps have a negligible pumping

speed For helium.

Page 42: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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Page 43: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

The intercycle leak checking, ultrasonic _nspecfion, and liquid penetrant inspectlon added

considerably to the time and cost of running the thermal cycles since the ion pumped high

vacuum system required approximately two days to load, evacuate and bakeout, and bring

up to temperature. Prior to the test program, however, it was not known _f any of the trans-

ition joints would survive the full 100 cycle test, and a measure of which type of transition

joint lasted the longest would have been important.

To prevent contamination of the tantalum components of the transition joints, all thermal

cycling was done in a clean, sputter ion and sublimation pumped vacuum system. The vacuum-7

obtained in the hot wall test furnace was modest compared to most ion pumped systems, (10

torr hot to 10 -9 torr cold) but was more than adequate to prevent interstitial contamination of

the tantalum as determined by before and after chemical analysis shown on Table6.

Page 44: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLE 6. Interstitial ChemTcal Analyses of TantalumSections of Bimetal Transition Joints

Brazed Joint

Open

Pressurlzed

Sleeve Joint

Open

Pressurized

Tandem Joint

Open

Pressurized

PLAN A

As-fabrlcated 100 Thermal Cycles

(Int,._rstltial Content in ppm)

PLAN B

100 Thermal CyclesPlus 1000 Hour Soak

Oxygen Nitrogen Carbon Oxygen Nitrogen! Carbon

4

31

23

6

12

14

i Oxygen

24

15

39

69

Nitrogen Carbon

6 3

4 5

28 10

31 11

58

50

34

30

10

3

30

26

5

3

33

53

34

12

14

32

Page 45: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

VI. TEST RESULTS

General - The test results for all of the transition joints are presented _n the following sequence.

A. Helium Leak Test and LTquld Penetrant Inspection

B. Ultrasonic Inspection

C. Microprobe Analyses

D. Microstructure and Hardness

E. Dimenslonal Changes

A. Helium Leak Test

A hellum leak test served as the functional appraisal of bond durabil|ty since liquid metal

containment was the primary function of the blmetal transition joints and associated tubing.

At the beginning and end of the full 100 cycle thermal cycle evaluation all of the specimens

were hellum leak tested with the inside directly connected to a helium mass spectrometer and

spraying helium on the exterior surface. In practice, one end of the open tube was inserted

into the leak detector "O" ring sealed adaptor and the other open end of the tube was plugged

w_th a rubber stopper. A VEECO Model MS-9-AB leak detector was used which was calibrated

by a standard leak to a sensitivity level of less than 3.2 x 10 -8 std. cc,/sec. During the inter-

thermal cycle testlng, the sealed specimens were leak tested using a hellum pressurlzlng and evac-

uation cycle Tn a small retort connected to a helium mass spectrometer.

Results - All 12 of the thermal cycled transition joints remained leak tight throughout the

testing program, Also, no leaks were observed in the entire group of 36 as-fabricated trans|tion

joints pr|or to specimen selection and thermal cycling.

Page 46: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Liquld Penetrant inspection

The dissimilar metal joint area was liquid penetrant inspected using Spotcheck SKL-HF red dye

and SKD-NF developer. Fluorescent dye ZL-22 was evaluated, but the rough braze area and

the severe fissures developed in the thermal cycled joints produced excessive bleeding, and

the less sensiHve red dye was used. Table 7 shows the gradual increase in dye penetrant in-

dicafions as the thermal cycle test progressed.

B. Ultrasonic Inspection

A considerable effort was made to develop ultrasonic inspection of the dissimilar metal bond

to the point where deteriorating bond quality could be accurately followed. Constant checks

with other bond measurements techniques such as dye penetrant inspection and helium leak

testing were provided. A final comparison of bond quality measurement techniques was provided

by destructive sectioning following the test program.

To provide an accurate measurement record, an automatic "C" scan inspecHon process was

developed us|ng immersion testing and water couplant. Figure 12 shows the test apparatus

with the small water tank and recorder-coupled transducer drive. In general, through trans-

mission techniques were used for the initial inspection and the final inspection fol lowing the

100 cycle thermal cycle exposure, but pulse echo techniques were also used on the sealed

and pressurlzed specimens when through transmission techniques could not be used.

Resu_.___lt_s- Severe distortion and concentricity problems were encountered with the extruded

transition joints, both the tandem and the sleeve joint. The sleeve joints were |n|tially

machined non-concentrlc, and the varying thickness of stainless and tantalum around the dia-

meter played havoc with test sensitivity, espec|ally the modified and gated pulse echo tech-

n|ques. Also, as the thermal cycle tests progressed, the severe camber and diameter changes

Page 47: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

AsfronuclearLaboratory

PLANB

BrazedJoint

SleeveJoint

Press,Open

OpenPress.

Tandem Open

t0oseLLs

15

10 O

2 o(f)

8

8 O

oO

O"I-

OO

r'h

O

1st

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O

O

O(f)

O

@

O

oO

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OOi--

2nd

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O O

O(f) 0

0

3rd

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4th

Test

o __ o

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0-r

000

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Ii,O O

i o(f) o!o(f)i_0 0J

5th

Test

o(1)O O

o(f) oO(f) O(1)

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O(1)Joint Press° L_I 1

.......PLAN'-. JointsleeveBrazedOpenOpenPress! 2C--18

A Joint Press. 1Tandem Open

J_o_i_nt..... Press. ----4

O = Defect

(f) = Flange End

(1) = Cut open for final inspection

O

o(f)

5

Cycles

O

o(f)

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Cycles

O

O(f)

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o(1

Table7. Liquid Penetrant Inspection Results

Page 48: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

FIGURE12. Water Immers|onAutomat|c Travers|ng TransducerHeadfor Ultrason|c Testing and "C" Scan Recordlng

36

Page 49: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboraTory

in the sleeve and tandem testsmade transducer coupling a problem even with the spring loaded

teflon stand-off block which wasused. Testing was completed, however, although at some

sacrifice in sensitlvlty.

Sleeve Joint - Figure 13 showsan ultrasonic "C" scanof the counterbored end of sleeve joint

No. 4 following the thermal cycle exposure. An electronic gated pulse-echo technique was

usedand shown on the samefigure is the flat bottom hole standard, which was run sequentially

and at the samesensitivity level as joint No. 4. L_quld penetrant inspection also identified

the defect which was measuredby metallographic sectioning to be 0. 86 cm (0. 340 inches)

long as shown _nFigure 14. Theoff-set observedbetween the tantalum and 316 stainless steel

at the free surface of the fissure, F|gure 14, top, gives someindication of the thermal strains

involved in the dissim|lar metal joint. Other than a similar exposure edge unbond at the

opposite or flanged end of the sleeve joint, no other ultrasonic defects were observed in the

sleeve joint. A pulse-echo technique was also used to _nspect the area under the flange with

the transducer mounted on the flange edge, but no unbonds were observed in the supposedly

h|gh stressed region under the flange. Weld defects in the electron beam tube-to-flange

weld were detected using this method. Typical exposed edge unbond areas are also presented

]n F_gures 28 and 29 in a following metallographlc section.

Tandem Joint - The continuously tapering interface region of the tandem joint caused dif-

ficulty in ultrasonic inspection techniques espec|ally the pulse-echo techniques which were

requlred for the sealed specimens. Through transmission inspection was more successful as

shown in F|gure 15,a "C" scan of thermal cycled joint No. 7,whlch was tested sequentially

with a tape and flat bottom hole standard. The ]nslde diameter ultrason|c unbond TndTcatlons

were verified by dye penetrant inspection and by metallographlc sectloning. Figure 31 from

the metal lography section shows the longitudinal sections of ultrasonically detected defects

in tandem ioints No. 7and No. 8.

q7

Page 50: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

_) AstronuclearLaboratory

0 180 360

Sta i n less_--_l

Steel - -_1

I I

ondII_i. Tantalum

Wall Cross SectionTube No. 4 Following 100 Thermal Cycles, Counterbored End

"C" Scan Orientation

Ultrasonic Standard

360 °

0

(i) -- (0. 190-)(2) -- (0._2s")(3) = (0. 062-)

Flat Bottomed Holes

FIGURE 13. 15 MHZ Gated Pulse Echo "C" Scans of Unbond

in Thermal Cycled Sleeve Joint No. 4

Page 51: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

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23,335 50X

FIGURE 14. Longitudinal Section of 8.6 mm (0. 340 in) Fissure UltrasonicallyDetected in the Counterbored End of Thermal Cycled Sleeve Joint No. 4

'_o

Page 52: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

0 °

I180 ° 360 °

Tantalum

316 SS

Tube No, 7 Followlng 100 Thermal Cycles Wall Cross Section

Tandem UItrasonlc Standard No. 4

1 -1/16" TapetoDo

2 - 1/16" Tr._pe ]o Do3 - 1/16" i::k_ _Boitorned Hole

4 - 1//32 '` i_in! ' l:_ot_'omed Hole

FIGURE 15. 5 MHZ Thru-Transmlssion "C" Scans in

Thermal Cycled Tandem Joint No. 7

360 °

"C" Scan

Orlenfatlon

A_

Page 53: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

___) AstronuclearLaboratory

Brazed Joint - The small overall length of the brazed joint 0.51 cm (0. 200 inches)made ]nspectior

difficult. In addition, two braze areas, called an outside diameter braze and an inside diameter

braze as shown in cross section view in Figure 16, are traversed by the sound beam. Two tech-

niques were used, pulse echo and through transm]ss]on with pulse echo hav]ng the advantage of

discriminating between the inner and outer braze.

Figure 16 shows "C" scans of through transmiss]on inspection of thermal cycled braze joint

No. 10 and the ultrasonic standard. In general, a progressive deterioraticn of the braze joint

could not be followed by intercycle ultrasonic inspection.

C. Microprobe Analyses

An Applied Research Labs AMX electron beam microprobe scan was used to measure the dis-

similar metal interdiffuslon zones in the bimetal transition joints. The interdiffuslon zone

width determined by the microprobe analysis was compared to the slmilar width determined by

optical metallography° The zone width from 1% to 99% of an element concentration as

determined by microprobe analysis was larger than that determ]ned optically since only single

phase areas will be delineated metal lographlcally° The total dlffuslon zone widths encountered

in this program were very small, 1.2 pm (0.05 x 10 -3 inches) maximum, which though con-

sidered excellent For transition ioint durability, made accurate measurement of zone growth

difficult.

Since approximately 80% of the diffusion zone growth occurred during the high temperature

extrusion of the sleeve and tandem joints, and since the very critical time at temperature prior

to extrusion was not precisely known, the dlffus]on constants for zone growth could only be

estimated. The estimates, however, based on one hour at temperature prior to extrusion, com-

pare favorably with previously determined data on dissimilar metal jo]nts (2). To illustrate the

Page 54: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

E .'_,_:'._._'_:__ .:_._'i _'_ ,,_""_

,,:.:_,_,_;;._v '_'"'_:_

',0,--. t/_

00

09O

180 °

270 °

360 °

!

f Repeat

Braze Joint No. 10 Following 100 Thermal Cycles

1 = 2.0 mm (0. 080") Tape Defect

Repeat

WANL Ultrasonic Standard

be__ Diameter

o _' Hole

1/32" Hole

from O. D.

0° D°

._;,_,_

_1/32" BrokenDrill

1/32" Hole

from I. D.

I°Do

J Tantalum End

316 S.S. End

FIGURE 16o 5 MHZ Through Transmission "C" Scans of

Thermal Cycled Brazed Joint and Standard

A")

Page 55: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

_) AstronuclearLaboratory

preponderance of diffusion zone growth during the fabrication process, calculations are presented

in Table 8 for sleeve joints. The Table 8 calculations were based on diffusion zone growth rates

for bimetal couples shown in Figure 17. The comparison of calculated and measured diffusion

zone widths presented in Table 8 is within the margin of error observed for heating time prior

to extrusion. For instance, if the billets were at temperatures somewhat less than one hour, the-3

calculated diffusion zone width of 1..34 Mm (0.053 x 10 inches) would be very close to the

0. 84 pm (0. 033 x 10 -3 inches) measured optically.

Figure 18 shows the concentration scans for iron for sleeve iolnts No. 7 and No. 8 which

correspond to the as-extruded joint and 1600 hours additional exposure to 730°C (1350°F),

respectively. The very small diffusion distance _ncludes a "smear|ng " or broadening effect

caused by the 1 Mm effective spot size of the microprobe. In other words, an "S" shaped

apparent concentration gradient twice the spot size or 2 Mm would be produced on a traverse

across a perfectly abrupt interface. Thus, the measured 1% to 99% concentration gradients

must be reduced or corrected by 2 Mm as shown in Table 9. For more extensive diffusion

zones, the spot size correction would be insignificant, but for the small diffusion zones

obtained in this program, the uncertainty in measurement technique was half or better of the

total diffusion zone thickness. As also shown in Figure 18, the expected step transition in

concentration, corresponding to single phase areas of intermetalllc compounds, was not

observed for any of the element scans, probably because of the measurement limitations.

Several areastentatlvely identified as Ta (Fe, Cr, Ni) and Ta 8 (Fe NI) have been observed

in more extensive diffusion zones in Ta/'321 stainless steel exposed at 865°C (1600°F) for

2700 hours (2).

Table 9 is a summary of the linear microprobe scans for the three types of transition joints.

The tandem and sleeve joints were similar with the tandem joints having the smaller diffusion

A_

Page 56: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLE 8

Relative Contribution of Extrusion and Test Exposureto Diffusion Zone Growth in SJeeve Joints

Temperature

Time

Parabolic Growth Rate (I) K

Width D = K t 1/2

Extrusion Reduction in Area

Ratio

Reduction in size of diffusion

zone due to extrusion

Measured Diffusion Zone

Metal Iographlc

Microprobe (1% to 99%)

Total Thermal Cycle ExposureExtrusion Contribution Contribution

(1950°F) 1338°K

1 hour

(1.5x lO-41n/hr 1/'2),

(3.8 pm/hr I/2)

D=K(I hr) I/2

3.8 pm (0. 15x10-31n.)

8:1

_F'8= 2.84 is reduction in dia.

3.8 IJm/2. _4. = 1,34 pm(0. 15 x 1O- in/2.84 =

O. 053 x 10 -3 ino )

0. 84 iJm (0. 033 x 10 .3 in. )

3.6 iJm (0o 14 x 10 .3 in. )

(1350°F) (1005°K)

1600 hours

(2.0x ] 0-71nx/hr 1/2),

(5.08 x 10-_tsm/hr 1/2)

D = K (]600 hrs) 1/2

0.2 IJm, (0. 008 x 10-3inches)

No extrusion related reduction in

thickness involved

Total change in thickness to beobserved is:

O. 2 pm/1.34 pm= 15%

O. 008 in./0o 053 in. = 15%

Measured change is less than

specimen to specimen varTation

Page 57: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

-i-

I

¢-°--

v

1 xlO -2

-3lxlO

1 xl0 -4

1 xl0 -5

1 xl0 -6

-7lxl0

%

%%

\ =\ _

1600°F 1500°F 1400°F -_% --

I I I _ I I I _ I\7.0 7.5 8.0 8.5 9.0 9.5 10.0

1/T x 104 (°K-l) 612324-11B

254

25.4

2.54 .._

%__

I

_d

2.54 x 10 -|

-22.54 x 10

2.54 x 10 -3

FIGURE 17. The Parabolic Reaction Rate of Interdlffusion Zone Growth as a

Function of Reciprocal Temperature for Selected Refractory,/

Austenitic Bimetal Composites

A_

Page 58: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

i

....... i .......

_ -t k Tantau__ _ I" Tan,au_

......................................iY.............F...................' T

I l

............... i ...........

................................. l .;. ..............

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3.0 lain(0. 12 x 10-31nches)

5.8 IJm(0.23 x 10-3inches)

S-7 As-extruded Sleeve Joint S-8-B Thermal Cycled Sleeve Joint

1600 Hours at 1350°F

FIGURE 18. High Magnification Electron Microprobe Linear Scans for Iron Over

Bimetal Interface in 316 SS/Tantalum Sleeve Joints

46

Page 59: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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Page 60: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

zone, probably because of the lower extrusion temperature, 995°C (1825°F), as compared to

1065°C (1950°F) for the sleeve ioints. The higher extrusion reduction ratio for the sleeve joint,

8:1 as compared to 5:1 for the tandem ioint, apparently did not compensate for the

increased diffusion at the higher temperature.

Brazed Joints - The thermal history of the cobalt base alloy brazed joints was compllcated to

the extent that any sort of post-braze diffusion analysis was impossible. The brazing cycle,

which occurred over a temperature range of from 1180°C (2160°F)to 1230°C (2250°F) pro-

duced a liquid phase in the braze proper and considerable erosion of the tantalum and 316

stainless steel. Subsequent diffusion during the 1600 hour thermal cycle or 3000 hour thermal

exposure at 730°C (1350°F) was dwarfed by the massive and variable melting and erosion

during brazing.

A significant amount of the higher melting point tantalum was dissolved during the brazing

process as shown by the electron beam microprobe linear scan for tantalum, Figure 19. Tan-

talum indications are observed across the entire large braze area. The metallographlc section,

Figure 20, shows the tongue and groove joint area traversed from bottom to top by the electron

beam microprobe. The difficulty in determining post-braze diffusion is indicated by Figure

21 which is a high magnification microprobe scan for tantalum across the tantalum tongue-large braze

interface. The arbitrary lower limit of 1% for tantalum is impossible to determine since

islands of tantalum rich intermetallic compound extend throughout the braze area. Sig-

nificant erosion of the stainless steel section of the brazed joint was indicated by micro-

probe scans for iron, Figure 22, which indicated an appreciable level of iron, 20-30%,

in the iron free J-8400" braze alloy. Figure 23 shows microprobe scans for nickel and

chromium, both of which are present in the stainless steel and the braze alloy. Figure 24

is a scan of cobalt and silicon elements that are limited to the braze alloy.

48

Page 61: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

@ SS91_

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Page 62: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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Page 63: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ As'tronuclearLaboratoFy

] ........

.... [ ........................... i ................................... : - -

....... .__ " i

-.-- /... I ! i

........... L...................................................................... [--______ ...... L ..... I

........................................ I_ : _ _' " , : .... _tr', ......

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,:............. . _................:. .... _i i I ::..............................• :,::_ ........: _:i'._-"!._ :_----I--:.....!t;'7_:-:\!.. :..... ! .......:..._:.,......:...........:.._...:.... ; ..........:...i...... _.:_l: -t.._.i........1,,

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Tantalum H _'-- Large Braze

5.5 l_m 0- 3(0.210 x 1 inches)

FIGURE 21. High Magn|flcatlon Electron Microprobe Linear Scan forTantalum Across Tantalum to Braze Interface

on Joint No, 11, As-brazed Condition

51

Page 64: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

70 w/o Fei .................

..... ¶ ................................................... : .....

....... i .... J

T

[

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- _ " : ' ..... i ....... Ow/o Fe i /

/

- Ta nta I um Tongu e =_=316--_ tSmal I /SS

Braze

Large Braze_316

SS

FIGURE 22. Low Magnification Electron Beam Microprobe Linear Scanfor Iron Across Braze Jolnt No. 11, As-brazed Cond;fion

Page 65: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

C__ C

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Page 66: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

",0

Page 67: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

Extrapolated Lifetime

Based on the assumption that bimetal bond properties are seriously degraded when the inter-

diffusion zone exceeds 12.7 lam (0.5 x 10 -3 inches)/2), an estimate may be made of the

expected service llfe for tantalum-316 stainless steel joints at a temperature of 730°C

(1350°F). A lifetime of 500 years is estimated on an as-fabrlcated maximum diffusion zone

of 2.5 lain (0. 1 x 10 -3 inches) and predicting 10 pm (0.4 x 10 -3 inches) for diffusion zone growth

during service. The equation used and other time and temperature combinations are shown as

follows:

D

D

t

1/2= Kt'

= diffusion distance, lain

= time, in hours

K = parabolic reaction rate constant** at 730°C (1350°F)

5.08 x 10 -3 IJm,/hr 1/'2 (2 x 10 -7 in,,"hr 1,''2)

Maximum temperature for 1000 hour life -865°C (1590°F)

Maximum temperature for 10,000 hour llfe -800°C (1480°F)

D. Microstructure and Hardness

A presentation of the as fabricated microstructure and hardness of all three types of bimetal

transition joints was deferred to this section to more directly compare the "before and after

thermal cycllng" characteristics.

* 45 w/o Co, 21 w/o Cr, 21 w/o Ni, - 8 w/o Si - 3.5 w,,"o W 0.8 w/o B - 0.4 w/'o C

**From Figure 17

55

Page 68: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Sleeve Jolnts

Thethin interdlffusion zone of the as-extruded product can be measuredin Figure 25 which

is a longitudinal section view of sleeve joint No. 7. The effects of 100 thermal cycles,

and in the caseof Plan B specimen, an additional 1000hour exposureat 730°C (1350°F) is

shown in Figure 26. The formation of a cons|derable volume of sigmaphase is observable

in the 316 stainlesssteel due to the long exposuretime at 730°C (1350°F). A comparative

microhardnesstraverse acrossthe bimetal interface is shown in Figure 27 for an as-extruded

and thermal cycled sleeve joint. Considerable hardening for Both the tantalum and 316

stainless steel is observedat the interface, probably due to thermal strain hardening

during thermal cycling.

The hardnessof the 316 stainless steel is muchgreater than the 145 DPH expected for

solution treated and quenched mater|al and reflects a partially work hardened condition

following the 1065°C (1950°F) extrusion. The tantalum is also considerably harder, 180 DPH, than

annealed high purity tantalum which will approach 70 - 80 DPH. The interst|tial level of

the tantalum section from sleeve joint No. 7 was 12ppm carbon_ 31 ppm nitrogent and 53

ppm oxygen which is considered better than average commercial material.

All of the sleeve joint d|splayed bimetal joint separation at both endsof the tube section by

the end of the 100 thermal cycles. Dye penetrant inspection was used to identify the

defecb a summary of the results of which was shown in Table 7. Figure 28 is a Iongltud|nal

view of the flange end defecb whlch in Jo|nt No. 6 extends . 25 cm, (0. 100 |nch) along

the bond length. The thermal strain has permanently increased the length of the stainless

Page 69: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

_ AstronuclearLaboratory

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Page 70: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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Zone Growth in Thermal Cycled Sleeve Joints

Page 71: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AslronuclearLaboratory

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Page 72: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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Page 73: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_ AstronuclearLaboratory

steel component as shown by the significant offset in the lower photograph in Figure 28.

A much deeper fissure generally occurred at the end opposite the flange area as shown in

Figure 29. The fissure has propagated entirely in the stainless steel side of the sleeve joint

to a depth of nearly 0.63 cm, (0. 250 inch). A more extensive fissure in the counterbored

end of sleeve joint No. 4 which was also detected by ultrasonic inspection, was shown in

Figure 14.

Tandem Transition Joints

The critical structural area for tandem transitlon joints is considered the "feather edge"

bimetal overlap which occurs at the inside and outside diameter. Figure 30 is an example of

a well bonded feather edge following 100 thermal cycles. As noted in Table 7, the summary

of dye penetrant inspection results, 3 of the 4 thermal cycled tandem joints had no defects

on the outside diameter feather edge following 100 thermal cycles, but all had defects on

the inside diameter.

A comparison of the inside and outside diameter feather edge defects of tandem joints Nos. 7

and 8 is shown in Figure 31. The fissures propagated through the stainless steel on the inside

diameter and through the tantalum on the outside dlameter, slmilarly to the sleeve joint defects.

A higher magnification longitudinal section of as-extruded tandem joint No° 3 is shown

in Figure 32 which can be used to optically measure the d|ffus|on zone width. As was

discussed in the prevlous section on microprobe results, the diffusion zone observed in the

tandem transition joints was less than that of the sleeve joints.

Page 74: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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Page 75: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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i::iiiiililiiiiiiili:@ii::i::i::iii::i::i::iiiii:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::ili!iiiiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii@._,'..'iii_i_

316SS

Ta

Outside Diameter

Feather Edge

23, 332B 50X

:_:;:!$_!@i:i:i8!8i:!:_8i_:i:i:i:i:!_:_:!:_:_:!:i:_:!:!:i:_:i:i:!:_:_:_:_:_:i:!:_:!:i:!:_:_:i:!:!:!:i:i:i:_:_:i:_:_:_:_:_:i:_:_:_:_:_:!:_:!:i:_:i:i:i:_:i:i:!:i:i:i:i:i:i:i:_:i:i:_:_:!:_:_:!:_:_:i:i:i:i:_:i:_:!:_!:!:i:i:i:i:i:_:i:i:_:f:i:i:i:!:!:i:i:i:i:!:i:i:!:!:i:i$!:!:i:i_i:i:!:i_:i:i:i:i:i;

316SS:i:!8i8i:i:i:!:i:!:i:i:!:i:i:!:i:i$i:i:i8181:i:i:i:i:iSi:i:_:!:18i:!:i:!:i:i:!:i:i:i:i81:!:!:18!:!8!:!:_:i:i:i:i:i:!81818i:i:!:i:!:i:i:i:!:i:!:i:i:i:i:i:i:i:!:i:i:!:!:!:i81:i:!:!:!:!8!:181:1:!:i:1:1:18i:!:i:!:i:i:i:i:i:i:i8i:i8i:!:i8i:!:i:i8i8_$_:_8i8_i8i

::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i:i:$i8i:===============================================================================================================================================================================================================================================================================:::: :_<:::::::

===========================================================================================================:::::8!:::::::::::::::::_:_::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i============================================================================================= .................... --.'.. ========================================= ....

23, 332A 50X

Inside Diameter

Feather Edge

• 254 pm

(0. 010 inch)

FIGURE 30. Longitudinal Sections of Tandem Joint No. 11

Following Thermal Cycling Showing Well Bonded Feather Edge

Lr_

Page 76: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

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23,330 Inside Diameter Fissure in Stalnless Steel Area 50X

316

OpenTandemJoint No. 7

SS

316SS

Open

Tandem

Joint No. 8

::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::

:_:_?_:_:_:_:_:_:_:_:_!_:_:_:_:_:_:_:_:_:_:_:!:i:_:_:_:_:_:_:_:_:!:!:_:i:i:!:_:i:i:i:i:i:i:i:i:i:i:i:_:i:!:!:!:_:!:_:i:_:_:_:_:_:_:_:_:_:!:!:!:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:_:!:_:!:_:_:_:_:i:i:i:_:i:!:_:_:_:_:Ta

23, 331 Outside Diameter Fissure in Tantalum Area 50X

• 254 pm

(0. 010 inch)

FIGURE 31. Longitudlnal Sections of Tandem Joint Following

Thermal Cycling Showing Bond Line Fissures

L,f

Page 77: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

_) AstronuclearLaboratory

_i_:;. ._,::..":;..... ...:;;:i::_::!:'..':.....

Ta

316 S. S.

0.69 Ism -3(0. 037 x 10 inches)

_k_2.54

-'_'-(0. 0001 inch)

22,492 1500X

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_ _ !_!:_!'_;_ :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::i::::_: _'_":_:.::::::::::::::::::::::::::::::::::::::::::::::::::':'::::': '"'" : : : _'_'_

22,492 400X

316 S. S.

25.4 I_m(0. 001 inch)

Tantalum

/

FIGURE 32. Longitudinal Sections from Tandem joint No. 3in As-extruded Condition

Page 78: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Figure 33 shows longitudinal sections from two tandem joints following thermal

cycling. As with the sleeve jointsr a considerable volume of sigma phase is observed in the

stainless steel. The diffusion zone width has not increased significantly following the thermal

exposure as compared with the previous figure.

A hardness traverse for an as-extruded tandem joint is shown in Figure 34. Figure 35 provides

a hardness comparison of the thermal cycled joints and also shows a marked difference

between the pressurized and unpressured speclmens,(pressurlzed transition joints were filled

with helium to provide 1.72 MN/m 2 (250 psia) at 730°C, (1350°F), and unpressurlzed

joints were open to vacuum). A similar lack of a hardness peak at the bimetal interface was

observed for pressurized sleeve joints. Other than at the bimetal interface_ no large

increase in hardness was observed for the tantalum_ which remains in a work hardened state

from the 995°C (1825°F) extrusion temperature. As shown in Table6r the interstitial

chemical analysis for the tantalum layer was 14 ppm carbon_ 23 ppm nitrogen_ and 34 ppm

oxygen which indicates a good commercial grade of starting material and a contamination-

free extrusion process.

Brazed Joint

The J-8400" braze alloy transition joint which is vacuum brazed at temperatures from 1180°C

(2160°F) to 1230°C (2250°F) provides a relatlvely thick 0.76 mm (0.030 inch) cast structure

of complex mlcrostructure. Figure 20_ presented in the section on the electron beam microprobe

resultsr is a composite longitudinal view of the entire tongue and groove brazed joint, with

the tantalum in this case being the tongue section. Considerable erosion and dissolving of

both the stalnless steel and the tantalum occurs during the high temperature brazing operation

producing a variety of phases during solidification and cooling to room temperature.

Figure 36 is a a 400X magnlfication traverse of thick braze region of an as-brazed joint.

* J-8400 General Electric Company cobalt base braze.45 w/o Co - 21 w/o Cr- 21 w/o Ni - 8 w/o Si - 3.5 w/o W - 0.8 w/o B - 0.4 w/o C

/-,/_

Page 79: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_) AstronuclearLaboratory

316SS

PLAN A

TANDEM JOINTNO. 4

_L_m 0. 42 Hm

(0. 017 x 10-3 inches)

Ta

23,329 600 Hrs. at 732°C (1350°F) 1500X

PLAN BTANDEM JOINT

NO. 4

316 SS

_L0.76 Hm 0- 3*Z (0. 030 x 1 inches)

Ta

23,332 1600 Hrs. at 732°C (1350°F) 1500X

...L 2.54 pm

(0. 0001 inch)

FIGURE 33. High Magnification Comparison of Interdlffuslon

Zone Growth in Thermal Cycled Tandem Jolnts

Page 80: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

240 --

220 --

200 --

0

0

v

-r-

rh

(-

-I-

160

140

120

100

O

Tan talum

0

I I

Interface

Io

I g,.o °o°

b OoO o

0 .020

oO

316 SS

OD Surface

Traverse

I I I1.0 2.0 3.0 (ram)

I 1 I I I• 040 .060 .080 .100 .120 Distance from I.D. (inches)

Ta

/

1316

/ ss

Figure 34. Tandem Joint No. 3, As-extruded Longitudinal Section

Page 81: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

Astr0nuclearLaboratory

o

_S°E

OoC

"l-

Eb

E)T

260

240

220

200

180

160

140

260

240

220

200

180

160

PRESSURIZED TANDEM JOINT NO. 6

TantalumI

I

-o I

°Oo°O1.0 2.0

I I I I 1 I

• 020 .040 .060 .080 .100

I o

Io

I 316 ssII

13.0 mm

1• 120 (inches)

OPEN TANDEM JOINT NO. 7

-- Tantalum O/I 0_000_

-- 0 P 316 SS

Tantalum

I I I /316140 1.0 2.0 3. O mm SS

l I I I I l l _'• 020 .040 .060 .080 .100 .120 (inches) I D OD

Distance from Inside Diameter

Direction

Figure 35. Hardness Traverse Across Wall Thickness of Thermal Cycled Tandem Joints

(Plan A)Comparlng Pressurized and Open Specimens

Page 82: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

• Hx::< ¸ :: :: ¸¸Y: ::: • :i:,i ¸¸: .H • • H.::.:/: .x...,i ...:_ :_::! _;::i iiii:i:.ii:.::i:: i:: ":::::: ::::!:" :::: :':"

316 S.S.

Thick

Braze

1I

Tantalum

Tongue

50X 316 S. S.

25.4 pm(0. 001 inches)

_L_254 i_m

(0. 010 inches)

1

21,711 400X

FIGURE 36. Braze Cross Section of As-brazed Joint No. 11 Longitudinal Section

7O

Page 83: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

{_ AstronuclearLaboratory

A graded range of mlcrostructure is evident from the tantalum area to the iron base, 316 SS.

No attempt was made to identify by microprobe or x-ray diffraction the variety of micro-

structures observed.

The effects of thermal exposure in the 730°C (1350°F) range produced a considerable volume

of additional precipitation as shown by a comparison of Figure 37r the as-brazed micro-

structuret and Figure 381 a section of brazed iolnt No. 11 exposed for 2000 hours at 730°C

(1350°F). Precipitation occurs in the braze matrix and is apparently nucleated on existing

precipitates. The rapid cooling rate 15°C (25°F) per minute from brazing temperature

apparently retains a supersaturation of several alloying elements which precipitate at the

730°C (1350°F) test temperatures. Figures 37 and 38 are composed of 4 high magnification

micrographs of the 0.76 mm (0.030 inch) braze zone shown in the composite Figure 36.

The braze specimen exposed For 3000 hours at 730°C (1350°F) was similar to Figure 38.

A mlcrohardness traverse of the braze jolnt dld not show a slgnlflcant increase in hardness

following the precipitat|on inducing exposure at 730°C (1350o1 :) as shown by a comparison

of Figures 39 and 40. A slight increase in stainless steel hardness was observed, due either

to thermal strain hardening or the formation of sigma phase. The tantalum hardness

remained low indicating negligible braze alloy penetration and a high purity braze

environment. Interstitial chemical analyses of the tantalum componentsl Table 6, also

indlcated that no contamination and embrlttlement of the tantalum component occurred.

"71

Page 84: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_) AstronuclearLaboratory

>: ..:::;:;t: ,.:.. ;...

21,711

I

::::::

1500XTantalum

316 S. S.

/_:_:_L_b_:_:_:_:_:__`_:_7;.:;;_L_:_`V_ :_]i::i::::::::::::::::_:_:_:::::_:::_11

iiiiiiiiiiiiiiiiiiiiii

I 2.54 l_m--I _ooo_,nohl

FIGURE 37. As-brazed Joint Cross Section Joint No. 11

Page 85: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

22, 617

Jlm

1500XTanta lure

FIGURE 38.

316 S. S.

2.

2000 Hours at 730°C (1350°F) (Braze Cross Section)

(_ AstronuclearLaboratory

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Page 86: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

1200 -

1000

8OO

6OO

400 -

1O0

Distance from C'D (inches"

Traverse

Direction

Figure 39. Hardness Traverse of As-Brazed Transition Joint No. 11

74

Page 87: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

(_) AstronuclearLaboratory

1400

1200

I000

8OO

600

400

3OO

" 280

o° 260

_ 240

-_ 220

200

180

160

140

120

100

O

O

D

316 SS

O

Y" I .... ---- I

Tantalum

O O Braze

O Braze --J O O

: /_ © 0

5.0 4.0 3.0 "2 0-. 1.0 0 mm

I I I I l I I I I I I J

.210 .190 .170 .150 .130 .110 .090 .070 .050 .030 .101 0 (inchesl

Traverse

DTrection

Distance from Inside Diameters (inches)

Figure 40. Hardness Traverse of Thermal Cycled Brazed Joint No. 15

75

Page 88: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

E. Dimensional Changes

The coextruded tandem and sleeve jolnts experlenced dTmetral contraction in the stalnless

steel to tantalum trans|fion area during thermal cycl|ng. The sleeve joints addhlonally

developed a cambered condlt_on. The brazed trans|tion jolnts were dTmensTonally stable

throughout the thermal cycle tests.

Sleeve Jo|nt - The severe distortion that occurred is shown in Figure 41, a photograph of

specimen No. 6 following 100 thermal cycles. Prior to thermal cycling, the outside

diameter surface was machlned to size and diameter and camber dimensions were within

0.03 mm (+ 0. 002 inch). Table 10 compares before and after dimensions of the sleeve joint.

The extreme ends or the reinforced flange area did not appreciably change in d|mens|on but

a severe dlametral contraction was measured at the counterbored area where a transition

from stainless steel to a b|metal bond occurs.

As was d|scussed |n the fabrication description of the sleeve joints, the outside diameter of

the |n|t|ally cambered tubes was machined stra|ght, produclng a nonuniform wall th|ckness, whTch

in the worst case, sleeve joint No. 5, varTed from 7. 7 mm (0. 302 |nch) to 5.2 mm (0. 203 inch).

As determTned by radiograph, the tantalum portion of the total wall varied from 5.1 mm (0.200

inch) to 2.3 mm (0. 090 inch). Tke possibility exists that the thermal cycle related camber-

ing is produced by nonuniform shi'Fnkage related to the tube wall nonunlformhy, but no direct

relation was observed. For instance, sleeve jo|nt No. 4 displayed the worst camber, but

both total wall thickness uniformity and tantalum to stainless steel rat|o were better than

average. Table 11 lists the total wall and tantalum portion variation in wall thickness for the

flanged sleeve joints, in general, the better sleeve joints wTth the best dimensional properties

were picked for the thermal cycle tests to avo|d complications from nonuniform wall th|ckness.

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_) AstronuclearLaboratory

FIGURE 41. Sleeve Joint No. 6 Following 100 Thermal CyclesShowing Severe Diametral Contraction and Camber

"7-7

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TABLE 10

Diameter Changes and Camber in Sleeve Joints After Thermal Cycling

SN

2

4

6

8

Final

2.252

2. 252

2. 252

2. 253

T SN End |

Initial _ AXI

2.254 i -. 002

2.252 ' 0

2.254 t -" 002

2.256 i -. 003

Necked Region i Center

Final Initial

2. 200

2.216

2. 250

2.246

I_X

........... _Tantalum End j

SN

2

4

6

8

Final

1. 886

1. 972

1. 956

1. 870

Initial

1. 886

1. 970

1. 954

1. 869

........i0

+. 002

+. 002

+o 001

2.254

2.252

2.254

2.256

-. 054

-. 036

-. OO4

-.010

2.234

2.252

2.264

2.262

4/Initial _ AX 1

t f---2.254 -.020 i 5-2.252 0 i n

E2.254 +.010 _2. 256 +. 006 ;

SN End Necked Region

57. 21

57. 21

57. 21I

57. 23 i

SN _ Final

2

4

6

8

Initial

57. 25

57. 21

57. 25

57. 30

AX

-. 04

0

-. 04

-. 07

Tanta lum End

SN Final Initial AXI

i

Final Initial Z_X

55.88 57.25 -1.47

56.29 57.21 - .92

57.15 57.25 i- .10!

57. 05 '57.30 _ 25

Final

56.74

57,20

57.50

57.45

Center .............1

_ Initial iAX

57.25 I 51

57.21 i-.01I+.2557.25

57.30 I+.15i

3

2

4

6

8

47. 90

50. 09

49. 68

47. 50

47.90 0

50.04 , +.0549.63 j+.0547.47 +.03

SN

24

6

8

Max. Dev. FromJ.

mm

3.17

5.08

3.17

4.06

inches

.125

• 200

.125

.160

2 - open 1600 hrs. at temperature

4 - open 600 hrs. at temperature

6 - pressurized, 600 hrs. at temp.

8 - pressurized 1600 hrs. at temp.

Max. Deviation from J.

_.,-- SN End

Necked Region

Center

_-- Tantalum End

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(_ AstronuclearLaboratory

TABLE11

Varlation in Total Wall Thicknessand inTantalum Thickness Near Center of Sleeve Joints

SN

2

4

5

6

7

8

t Millimeters

J Total Wall

67. 8

68. 1

76.7

66.3

66.8

68, 8

Tantalum

Inches

Mino

64. 3

Max.

44.4

Min.

34.3

Tota I Wa ! I

Max. Min.

.267 .253

Tanta lum

.175 .135

63.2

51.6

64. 8

64. 8

63° 2

53.3

50.8

43.2

39.4

41.9

49.5

22.9

35.6

36.8

34. 3

.268

.302

.261

.263

.271

• 249

• 203

• 255

.255

.249

.210

• 200

.170

.155

.165

i

• 195

.090

.140

.145

• 135

Tota I Wa ! I

Tantalum Thickness.

Radiograph Measurements

Sleeve Joint Transverse

Section, Near Center

7q

Page 92: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

The internally pressurized speclmens did not distort as severely as the open specTmens.

As listed in Table 10t speclmens 6 and 8 were pressurized and specimens 2 and 4 were open.

Also_ specimen No. 2, which spent the longer time at temperature, (plan B speclmens Tncluded

a 1000 hour soak of 732°C (1350°F) prior to the last set of 10 thermal cycles)_ displayed a

greater amount of contraction.

Tandem Joint - The similarly coextruded tandem transition joints also contracted dla-

metrally at the tapered stainless steel to tantalum transition area. Table 12 lists the

dlmensTonal changes which were a maximum of 1.6 mm (1/16 inch). As with the sleeve

joints, internal pressure durTng the thermal cycling m_n_mTzed shrTnkageo

(12_n theA similar dlametral contraction or necking phenomena was observed by Cameron

thermal cycling of larger 75 mm (3 inch) diameter columbium - 1% zTrcon|um/316 SS tandem

transition joints. A maximum dlametral contraction of 2.6 mm (0° 104 inch) was observed

following 156 thermal cycles between 150 ° to 840°Ct (300 ° to 1550°F) and 500 cycles

between 780 ° to 870°C (1450 ° to 1600°F)° As in these observations no leakage was

observed in any of the thermal cycled specimens. Essentially no d|ametral change was

observed in the tandem transition joints in areas farther from the blmetal |nterface°

Brazed Jo|nt

As shown in Table 13t the braze joints had only m|nor dimensional changes e|ther as

a result of the thermal cycling or 1000 hour exposure to 732°C (1350°F).

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(_ AstronuclearLaboratory

SN

6

7

8

11

6

7

8

11

6

7

8

11

TABLE12

Diameter Changesin TandemJoints After Thermal

Millimeters T Inches

Cycling

Final

51.00

50. 95

51.00

50. 98

50.85

50.55

49° 33

50.60

50° 95

50. 95

51.00

50. 98

Initial

50. 98

50. 98

51.00

51.00

50. 98

50. 98

50. 98

50. 98

50. 95

50. 95

51.00

50. 98

I

T6X Final

+. 02 i 2.008

-. 03 ! 2.006

0 i 2.008

-. 02 I 2. 007|

1

-.13

-. 43

-1o 65

-. 38

0

0

0

0

Ii 2.002

I 1. 990

1. 942

1. 992

, 2.006

i 2.006

2.008

2.007

Initial

2.007

2.007

2.008

2.008

2.007

2.007

2.007

2.007

2.006

2.006

2.008

2.007

AX

+.001

-.001

0

-.001

-. 005

-.017

-. 065

-.015

0

0

0

0

316 SS

O.D.

Minimum

O.D.

Tanta lum

O.D.

Tantalum

Tantalum Minimum 316 SS

OD OD OD

316 SS

6 Pressurized, 600 hrs.at temperature.

7 Open, 600 hours at temperature.

8 Open, 1600 hours at temperature.

11 Pressurized, 1600 hrs. at temperature.

Page 94: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

TABLE13

Diameter Changesin Brazed Joints After Thermal Cycling

SN

8101520

8101520

8101520

8101520

! Millimeters

FinalJ

50.90

51.03

51.10

51.16

Initial

50.93

50. 90

51.10

51.21

_,49. 35

i 49. 02149.48

i 49. 12

#! 54. O0

i 53.44i 53.78I

! 53.92

i 50. 80

i 50° 77:50. 77

_50. 80I

49.28

48.97

49.30

49.40

+

; 54.10

! 53.49

54.05

54. O0

! 50.82I

50.8O

i 50. 88

50.85

Z_X

-. 03

+. 13

0

-. 05

+. 07

+. 05

+.18

-. 28

-.10

-. 05

-. 07

-. 08

-. 02

-. 03

-. 03

-. 05

Inches

Final

2.004

2.009

2.012

2.014

1. 943

1. 930

1. 948

1. 934

2.126

2. 104

2. 1252.123

2.000

1. 999

1. 999

2.000

Initial

2. 005

2. 004

2.012

2.016

i 1. 9401. 928

, 1. 941

1. 945

2. 130

2. 106

2. 128

2. 126

AX

-. 001

+. 005

0

-. 002

+.003

I +.002+.007

-.009

-.004 I

-.002 I-.003 I

-.003 !

2.001

2.000

2.000

2.002

-. 001

-. 001

-. 001

-. 002

Location

Tantalum

O.D.

Undercut

Tantalum

O.D.

31 6 SS

RidgeO.D.

316 SS

Sleeve

O.D.

Tantalum OD

Undercut Tantalum OD

316 SS RidgeOD

316 SS Sleeve OD

8 - Pressurized, 600 hours at temperature

10 - Open, 1600 hours at temperature

15 - Pressurized, 1600 hours at temperature

20 - Open, 600 hours at temperature

82

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(_ AstronuclearLaboratory

VII. SUMMARY OF RESULTS

Both extruded and brazed bimetal transition joints, providing a 5 cm (2 inch)d_ameterconnection between 316 stainless steel and tantalum, survived 100

thermal cycles from 120°C (250°F)to 730°C (1350°F)and remained helium leak tight.However, progressive bimetal bond deterioration wasobserved for the extruded jointsas the thermal cycles continued. The deterioration was measuredby liquid penetrantindications of fissuresat the external surface bondline and by ultrasonic inspection.None of the defects led to a through leakage during the test program. All of thebrazed joints displayed inside diameter liquid penetrant defects in the as-recelvedcondition, which did not enlarge significantly with thermal cycling and are probablyindicative of braze shrinkage.

Twelve transition joints were tested in all, providing a good overall estimate ofprocessreproducibility.

The coextruded sleeve and tandem transition joints displayed dlametral contraction inthe bimetal transition area as a result of thermal cycling. The sleeve joints alsobecome camberedduring the thermal cycling.

The brazed transition joints had only minor dimensional changesduring the thermalcycle tests.

At the thermal cycling maximumtemperature, 730°C (1350°F), no significant diffusionoccurred during the 1600 hour total time at temperature to impair the bimetal bondstrength. Basedon the interdlffusion zone growth rates observedat 730°C (1350°F),a 500 year lifetime would be expected for 316 stainlesssteel-tantalum at this temper-ature were a maximumdiffusion zone thickness the only consideration.

Half of the transition joints were internal ly_ressurized during thermal cycling tosimulate operating pressuresof 1.72 MN/m z, (250 pslg). The internal pressurehadno adverse effect on bimetal bond durability and, in fact, minimized a dlametralcontraction phenomenonon the sleeve and tandem joints. Theseresults indicatethat the state of stressimposedby the overall systemwill affect the transition jointperformance.

Conslderable effort was placed in developing an ultrasonic inspection technique sincethis wasa nondestructive inspection technique that could be used to determine the pro-gressivedegradation of an interface as opposedto helium leak checking which can onlyindicate the caseof complete bimetal joint failure. Ultrasonic inspection techniques

83

Page 96: EVALUATION OF TANTALUM/316 STAINLESS STEEL TRANSITION JOINTS€¦ · NASA Project Manager: Phillip L. Stone, Materials & Structures Division 16. Abstract Tubular transiHon joints

mayalso be usedfor "in service" inspection of assembledcomponents. Good resultswere obtained in ultrasonic inspection in the sensethat known defects of acceptableminimum size were determined in all three types of transhlon joints, and a slightprogressivedeterioration of bond quality wasobserved _nthe sleeve and tandem joint.Inspection difficulties with the small size braze joint, partly related to as-fabrlcatedshrinkage voids which did not propagate during thermal cycling, prevented followingany sort of braze joint degradation as a function of test t_me.

OA

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(_ AstronuclearLaboratory

VIII. CONCLUDING REMARKS

The brazed iolnts are the most durable based on the results of th_s evaluation program.

It is important to conslder, however, that the program was an economical approxlmatTon

of the operational life of a SNAP-8 mercury boiler, and severe departures from the

specific test condltlon, in terms of test envTronment or transTt|on jo|nt dlmenslons andmaterlals, could alter the concluslons.

One posslble limltatlon of brazed translt|on jolnts is that very I|ttle strain can be

accommodated in the braze area proper, and eventual braze iolnt faTlures may be

sudden rather than the progressive deterioration observed in the extruded transition

iolnts. However, as long as the low strain tolerance of the braze metal is reallzed

and accommodated |n the system des|gn, the demonstrated in-servlce durability of

brazed joint can be ufil|zed.

If fluid flow or mechanical restraint conditions require a constant diameter along the

transltlon joint length, the tandem transition joint may offer pos|tlve advantages.

The brazed joTnt has been most successful uslng a thTckened tongue-and-groove trans-

itlon section, and the sleeve jolnt inherently will have a stepped section where thebimetal components are turned and counterbored.

In summary, tantalum to 316 stainless steel transhlon joints brazed whh cobalt base J-8400

Filler were the best cholce for cyclic operation under SNAP-8 conditions. For other system

applications, however, the sTgn_ficant amount of favorable perlpheral experience with tandem

transition joints warrants their consideration for containment or structural applications.

Q_

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o

.

o

,

o

0

go

o

10.

11.

12.

VIII• REFERENCES

Hsla, Edward S. I "Analysis and Testing of a Single Tube Mercury Boiler", General

Electric Nuclear System Programs Space Div. GESP-650, NASA-CR-72897,

September 1971.

Buckman, R. W., Jr., R. C. Goodspeed, "Evaluation of ReFractory/Austenltic Bimetal

Combinations", Westinghouse Astronuclear Laboratory, NASA C R-1516, WA N L-PR-E E-004, August 1969, Contract NAS 3-7634.

Kass, J. N., D. R. Stoner, "Evaluation of Tantalum/316 Stainless Steel Bimetallic

Tubing"1 Westinghouse Astronuclear Laboratory, NASA CR-1575, WANL-PR-PPP-001,Contract NAS 3-10601, June 1968.

Stoner, D. R., Final Report, "Joining ReFractory/Austenitic Bimetal Tubing",

Westinghouse Astronuclear Laboratory WANL-PR-(ZZ)-001, NASA-CR-72275, Con-tract NAS 3-7621, October, 1966.

"SNAP'8 Electrical Generation System Development Program, " NASA CR-72860,

July 1971, Aerojet General Corporation, report on Contract NAS 3-13458.

Thompson, S. R. , "Mercury Thermal Shock Testing of 2-1/2 Inch Diameter Bimetallic

Joints for SNAP-8 Applications", Nuclear System Program Space Divo, General ElectricCo., Cincinnati, O., GESP-587, NASA CR-72829.

Spagnuolo, A. C., "Evaluation of Tantalum-to-Stainless Steel Transition Joints, "

Lewis Research Center, Cleveland, O., NASA TM X-1540, 1968.

"Compact Thermoelectric Converter System Technology, " Quarterly Report, WANL-PR-(EEE)-048, August, 1972.

Friedman, Gerald I., Final Report, "Coextruded Tantalum - 316 Stainless Steel

Bimetallic Joints and Tubing", NASA CR 72761, October 1970, Whittaker Corporation.

Thompson_ S. R., J. D. Marble, and R. A. Ekvall, "Development of Optimum

Fabrication Techniques for Brazed Ta/Type 316 SS Tubular Transition Joints", Nuclear

Systems Programs Space Systems_ General Electric1 Cincinnati, Ohio, GESP-521, 1970.NASA CR-72746.

Ferry, P. B., and J. P. Page, "Metallurgical Study of Niobium/Type 316 Stainless SteelDuplex Tubing", NAA-SR-11191, January 5, 1966.

Cameron, Harry M., "Thermal Cycling Test on a 3-Inch Diameter Columbium-I Percent

Zirconium to 316 Stainless Steel Transition Joint", Lewis Research Center - Cleveland,Ohio, NASA-TMX-2118, November 1970.

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