Consultation and independent mechanical property evaluation....Fracture toughness compact tension...

37

Transcript of Consultation and independent mechanical property evaluation....Fracture toughness compact tension...

  • NASA Technica I Paper 2634

    1986

    National Aeronautics and Space Administration

    Scientific and Technical Information Branch

    A Mechanical Property and Stress Corrosion Evaluation of VIM-ESR-VAR Work Strengthened and Direct Double Aged Inconel 7 18 Bar Material

    J. W. Montan0 George C. Marshall Space Flight Center Marshall Space Flight Center, Alabama

    d

  • ACKNOWLEDGMENT

    Mr. Ken Kohlstrom, Wyman Gordon - Sr. Product Metallurgist - Consultation and independent mechanical property evaluation.

    Mr. Peter Rice, Wyman Gordon - Metallurgical Technician - Specimen blank layouts and bar sectioning.

    Messrs. Carl Wood and Bill McMahan - NASA/MSFC-M&P Laboratory- Special Tables and Figures.

    d

  • TABLE OF CONTENTS

    Page

    SUMMARY ...................................................................... 1

    INTRODUCTION ................................................................. 1

    EQUIPMENT AND TEST SPECIMENS ................................................ 2

    MATERIALPROCESSING .......................................................... 2

    STRESS CORROSION PROCEDURE ................................................. 3

    RESULTS AND DISCUSSION ....................................................... 3

    CONCLUSIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5

    REFERENCES ................................................................... 6

    d

    iii

  • LIST OF TABLES

    Table Title Page

    I. Chemical Composition of 4.00 in. (10.16 cm) and 5.75 in. (14.60 cm) Diameter Tripled Melted (VIM-ESR-VAR) Double Aged Bars Processed by Wyman Gordon. . . . . . . . 7

    11. Inconel 7 1 8 Alloy Work Strengthened and Direct Double Aged Bars Processed by Wyman Gordon from Triple Melted (VIM-ESR-VAR) Universal Cyclops Heat No.605948 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8

    111.

    IIIA.

    IIIB.

    IIIC.

    IIID.

    IV.

    V.

    v I.

    VII.

    VIII.

    Mechanical Properties of Inconel 7 18 Alloy Work Strengthened and Double Aged Bar Specimens Processed by Wyman Gordon .................................... 9

    Longitudinal Tensile and Yield Strength in Inconel 7 18 Alloy Bar WG735. . . . . . . . . . . . . . 10

    Longitudinal Elongation and Reduction of Area in Inconel 718 Alloy Bar WG39735. . . . . . 10

    Transverse Tensile and Yield Strength in Inconel 718 Bar WG397535 . . . . . . . . . . . . . . . . . 11

    Transverse Elongation and Reduction of Area in Inconel 718 Alloy Bar WG39735 . . . . . . . 11

    Mechanical Properties of Inconel 7 18 Alloy Work Strengthened and Direct Double Aged Bars Processed by Wyman Gordon from Triple Melted (VIM-ESR-VAR) Universal Cyclops Heat No. 605948 [MSFC Test Data from 0.1250 in. (0.3 175 cm) Diameter Specimens] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12

    Comparison of Mechanical Properties of Inconel 7 18 Alloy Work Strengthened and Direct Double Aged Bars Processed by Wyman Gordon from Triple Melted (VIM-ESR-VAR) Universal Cyclops Heat No. 605948 I. MSFC versus Wyman GordonData] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13

    Charpy V-Notched Impact Strength for 5.75 in. (14.60 cm) Diameter Inconel 718 Triple Melted (VIM-ESR-VAR) Double Aged Bar Processed by Wyman Gordon. . . . . . . . . . 14

    Fracture Toughness Strength of 0.75 in. (1.90 cm) Thick Specimens Taken from 5.75 in. (14.60 cm) Diameter Inconel 718 Triple Melted (VIM-ESR-VAR) Double Aged Bar Processed by Wyman Gordon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15

    Mechanical Properties of Inconel 7 18 Alloy Work Strengthened and Direct Double Aged Bar Processed by Wyman Gordon from Triple Melted (VIM-ESR-VAR) Universal Cyclops Heat No. 605948 [O. 1250 in. (0.3 175 cm) Diameter Specimens Stressed and Exposed to a 5 Percent Salt Fog Environment] ........................ 16

    iv

  • LIST OF ILLUSTRATIONS

    Title Page Figure

    1.

    1 A.

    1 B.

    1 c.

    1 D.

    2.

    2A.

    2B.

    3.

    3A.

    3B.

    3c.

    4.

    5.

    Round Tensile Specimen Configuration for Stress Corrosion and Mechanical Property Tests ........................................................... 17

    Locations of 0.125 in. (0.3 175 cm) Diameter Longitudinal and Transverse Stress Corrosion Specimens in Work Strengthened and Direct Double Aged Inconel 7 18 Alloy Bar Processed by Wyman Gordon ....................................... 18

    Locations of 0.125 in. (0.3 175 cm) Diameter Transverse Stress Corrosion Specimens in Work Strengthened and Direct Double Aged Inconel 7 18 Alloy Bar Processed by WymanGordon .......................................................... 19

    Inconel 7 18 Alloy Work Strengthened and Direct Double Aged Bar Processed by Wyman Gordon. Specimen No. T14 (6.0 percent Elong. and 10.1 percent RA) Microstructure. [Reference: S/N K2989 and Table IV] ........................... 20

    Inconel 71 8 Alloy Work Strengthened and Direct Double Aged Bar Processed by Wyman Gordon. Specimen No. T23 (12.0 percent Elong. and 22.7 percent RA) Microstructure. [Reference: S/N K2992 and Table IV] . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

    22 Charpy V-Notched Impact Specimen Configuration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    Locations of 2.165 in. (5.49 cm) Length Charpy V-Notched Impact Specimens in Work Strengthened and Direct Double Aged Inconel Bar Processed by Wyman Gordon. . . 23

    Charpy V-Notched Impact Strength of Work Strengthened and Direct Double Aged Inconel718AlloyBar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24

    25 Compact Tension Fracture Toughness Specimen Configuration ..................... Locations of 0.750 in. (1.905 cm) Thick LC Direction Compact Tension Specimens in Work Strengthened and Direct Double Aged Inconel 7 18 Alloy Bar Processed by WymanGordon .......................................................... 26

    Location of 0.750 in. (1.905 cm) Thick C-L Direction Compact Tension Specimens in Work Strengthened and Direct Double Aged Inconel 71 8 Alloy Bar Processed by WymanGordon ......................................................... 27 Fracture Toughness of Work Strengthened and Direct Double Aged Inconel 7 18 Alloy Bars 28 .............................................................. Inconel 7 18 Alloy Work Strenghened and Direct Double Aged Bar Processed by Wyman Gordon. Longitudinal and Transverse Specimens Stressed to 75 and 100 Percent of Yield Strength Prior to Salt Fog Exposure . . . . . . . . . . . . . . . . . . . . . . . . . 29 Inconel 7 18 Alloy Work Strengthened and Direct Double Aged Bar Processed by Wyman Gordon. Longitudinal and Transverse Specimens After 180 Days

    30 Exposure to a Salt Fog Environment. ......................................... V

    i

  • TECHNICAL PAPER

    A MECHANICAL PROPERTY AND STRESS CORROSION EVALUATION OF VIM-ESR-VAR WORK STRENGTHENED AND DIRECT DOUBLE AGED INCONEL 718 BAR MATERIAL

    SUMMARY

    This report presents the mechanical properties and the stress corrosion resistance of triple melted [vacuum induction melted (VIM), electroslag remelted (ESR), and vacuum arm remelted (VAR)] solution treated, work strengthened and direct double aged Inconel 718 alloy bars t4.00 in. (10.16 cm) and 5.75 in. (14.60 cm) diameter] processed by Wyman Gordon.

    Tensile test data generated by the Marshall Space Flight Center's (MSFC) Materials and Processes Laboratory and by Wyman Gordon are tabulated for comparison purposes. Additional MSFC fracture toughness and charpy impact test data at ambient temperature and -100'F (-73'C) is also presented. There appears to be very little, if any, degradation in the material's toughness with decreasing tempera- ture, within the limits of our testing program.

    The work strengthened Inconel 7 18 alloy showed excellent resistance to stress corrosion as evi- denced by the mechanical properties of stressed specimens after 180 days exposure to a salt fog environment.

    INTRODUCTION

    Inconel 718 is a nickel base austenitic precipitation hardenable alloy which was developed by the International Nickel Company in the late 1950's. The alloy possesses high strength, excellent corrosion resistance and is used over the temperature range of -423°F (-252.8"C) to +1300"F (704°F).

    The alloy is currently being used in the solution treated and aged condition at Kennedy Space Center (KSC) for the solid rocket booster (SRB) holddown studs which are approximately 3.5 in. (8.9 cm) diameter and 3 1.5 in. (80.0 em) length. The Inconel 7 18 alloy is also used as the mating frangible nuts on the holddown studs.

    At MSFC the alloy has found use as high strength fasteners, limited to relatively small diameters due to cold working and hot heading restrictions. Large diameter bar material use has also been restricted to the solution treated and aged condition due to the limitation of cold work. The normal penalties associated with cold working are loss in reduction of area, loss in elongation, and increased grain size.

    Our investigation indicates a breakthrough by Wyman Gordon in processing large diameter bars of Inconel 718 alloy. Their processing of 4.0 in. (10.16 cm) and 5.75 in. (14.60 cm) diameter bars has resulted in greatly increased yield strength, elongation, and reduction of area and a significant reduction in grain size,

    A preliminary investigation was performed at MSFC's Materials and Processes Laboratory on moderately work strengthened and direct single and double aged material processed by Wyman Gordon. The results of that investigation are tentatively scheduled for publication at a later date. This preliminary

    d

    x

  • investigation indicated that large diameter material could be work strengthened without the loss of ductility or elongation or increase in grain size. The investigation also proved the alloy’s excellent resistance to stress corrosion cracking in a chloride environment is not impaired by work strengthening.

    Based on the test data generated by Wyman Gordon and MSFC, the solution treated work strengthened and direct aged material is being used at KSC in the Biach Industries tensioner which applies the tension load to the SRB holddown studs. This application is reported in the January 1986 Metals Progress - “86 Technology Forecast for Superalloys.” Biach Industries has also supplied Vandenberg Air Force Base with tensioners for SRB holddown application.

    EQUIPMENT AND TEST SPECIMENS

    The tensile properties for Figure 1 configuration specimens were determined by using a Tinius Olsen (DS-30) Servohydraulic Testing Machine. Charpy v-notched impact specimens, made to the configu- ration shown in Figure 2, were tested at ambient and cryogenic temperature with a Tinius Olsen Impact Machine. Fracture toughness compact tension specimen configurations, shown in Figure 3 were pre- cracked and tensile tested at ambient and cryogenic temperature on a Model 812.21 Material Test System (MTS) 10,000 lb (4540 kg) capacity servohydraulic testing machine.

    Fluke Digital Comparators (Model 2162A) were used to control the upper and lower limits for the cryogenic tests on the charpy impact and the compact tension test specimens. A Fluke Digital Thermome- ter (Model 2165A) indicated the test temperature of -100°F (-73OC). Liquid nitrogen vapors were utilized to maintain the cryogenic temperature.

    The locations for the tensile, charpy, and fracture toughness specimens are shown in Figures 1A and B, 2A, and 3A and By respectively. The specimen blanks were sectioned for these locations by Wyman Gordon.

    MATER I A L P ROC ESSl N G

    The chemical composition of the as received material used in the investigation is shown in Table 1. This material was purchased in the solution treated, work strengthened, and direct double aged condi- tion from Wyman Gordon. The material supplier to Wyman Gordon press converted a vacuum induction melted (VIM>electro-slag remelted (ESR>vacuum arc remelted (VAR) 25 in. (63.5 cm) diameter ingot to 12 in. (30.5 cm) diameter round billets.

    Wyman Gordon converted the billets (identified as WG39735) on a cogging press to 10 in. (25.4 cm) diameter round billets using a fine grain conversion practice, The billets were then press forged on a cogging press in two operations to yield 6 in. (15.2 cm) round corner squares approximately 120 in. (304.8 cm) long, These configurations were sheared into three 40 in. (101.6 cm) long bars, which were drawn by four draw operations to 100 in. (254 cm)-113 in. (287.0 cm) lengths by approximately 4.25 in. (10.8 cm) diameters. The bars were then special processed to 4.0 in. (10.2 cm) diameters and double aged at 1325’F (718OC) for 10 hours-furnace cooled to 1150°F-hold for a total single aging time of 20 hours (repeat).

    2 d

  • Almost identical processing was performed to achieve the 5.75 in. (14.6 cm) diameter bars except that the supplier converted a 20 in. (50.8 cm) diameter ingot to 12 in. (30.5 cm) diameter round billets (identified as WG39736). Wyman Gordon used a five draw operation (as opposed to the four draw opera- tion used for the smaller diameter material) to achieve a 6.25 in. (15.9 cm) diameter by 127 in. (322.6 cm) length.

    The processing and heat treatment are documented in the Wyman Gordon “Product Test Report No. 362” [Ref. 1 1.

    STRESS CORROSION TEST PROCEDURE

    A 180 day salt fog exposure test was performed on tensile specimens manufactured to the Figure 1 configuration. The test specimens were stressed to 75 percent and 100 percent of the transverse 0.2 percent yield strength prior to exposure to the chloride environment.

    The salt fog test followed the procedures of ASTM-B-117-64, “Standard Method of Salt Fog (FOG) Testing,” which specifies a 5 percent salt solution at a pH of 6.5 to 7.2 and a temperature of 95’F (35OC).

    RESULTS AND DISCUSSION

    1. Tensile Tests

    a. Wyman Gordon Test Data

    The Wyman Gordon mechanical property evaluation of bars WG39735 [4.00 in. (10.16 cm) dia.] and WG39736 [5.75 in. (14.60 cm) dia.] shown in Table 11, is tabulated in Table 111. The tensile test specimen gage diameters were 0.252 in. (0.640 cm) and 0.178 in. (0.452 cm) for the longitudinal and transverse directions, respectively. Wyman Gordon used 40 longitudinal and 16 transverse specimens to evaluate the WG39735 bar and 8 longitudinal and 4 transverse specimens to evaluate the WG39736 bar.

    The ultimate tensile strength and the 0.2 percent yield strength in the longitudinal and transverse directions were practically identical when specimen data were compared for the same bar segments, the exception being the S/N K2997 segment. The elongation and reduction of area were significantly differ- ent between the longitudinal and transverse directions within a given bar. The WG397535 longitudinal specimen data indicated an average 8.5 percent to 14.5 percent (Max. to Min.) greater elongation than the transverse specimen data and an average of 24.7 percent to 30.8 percent (Max. to Min.) greater reduction of area. The WG39736 longitudinal specimen data indicated an average 29.4 percent to 25.0 percent (Max. to Min.) greater elongation and an average 36.4 percent to 31.9 percent (Max. to Min.) greater reduction of area than the transverse specimen data.

    A yield strength difference was detected within the WG39735 bars. WG segment SIN K2989 longitudinal specimen yield strength values ranged from 195.6 ksi (1348.6 MPa) to 200.6 ksi (1383.1 MPa) as compared to WG segment S/N K2997 with a range of 177.0 ksi (1220.4 MPa) to 192.6 ksi (1327.9 MPa). A more significant yield strength difference was noted in the transverse directions of the two segments as indicated in Tables I11 A-D. The longitudinal mechanical property ranges for the WG39735 t4.00 in. (10.16 cm) dia.] bars are plotted in Tables I11 A and B, respectively. Table I11 C

    d 3

  • and D illustrate the transverse mechanical property range. The above described Tables represent the MSFC evaluation of Wyman Gordon data, which they have thoroughly documented in a Wyman Gordon “Product Test Report No. 362” [Ref. 1 3 .

    b. MSFC Test Data

    The complete results of the tensile tests conducted at MSFC on specimens removed from bar WG39735 locations S/N K2989 and S/N K2992, illustrated in Table 11, are tabulated in Table IV. Figures 1A and B show the specimen orientation within the bar locations.

    These data indicate low elongation and reduction of area for the transverse specimens removed from location S/N K2989. A comparison of the MSFC data with Wyman Gordon data is shown in Table V. The difference in properties can be explained by the near proximity of the small gage diameter [0.1250 in. (0.3175 cm)] MSFC specimens to the end of the bar. The Wyman Gordon specimen con- taining larger gage diameters were removed closer to the adjacent segment S/N K2990, which is toward the center of the bar.

    In the MSFC investigation the differences in elongation and reduction of area of the transverse specimens from S/N K2992 as compared with specimens from S/N K2989 prompted a metallographic examination. Tensile samples T14 from section S/N K2989 and T23 from S/N K2993 were cross sectioned, mounted, polished and etched for microstructural examination. The resulting microstructures are shown in Figure IC and D. Specimen T23, which has twice the elongation and reduction of area as the TI4 specimen, also has a significantly smaller grain size.

    2. Charpy V-Notched Impact Tests

    Table VI lists the average impact values for ambient temperature and -100’F (-73’C) tests on longitudinal and transverse charpy v-notched impact specimens. These specimens were removed from segment S/N K3006 of the WG39736 [5.75 in. (14.60 cm) dia.] bar. The specimen configuration and locations are shown in Figure 2 and 2A, respectively, and the impact values are plotted in Figure 2B. Notice that there is an approximate 94 percent and 89 percent retention of the ambient temperature impact strength at - 1 OO’F (-73’C) in the longitudinal and transverse directions, respectively, For com- parison purposes the average ambient temperature longitudinal and transverse tensile properties on the S/N K3006 segment, as determined by Wyman Gordon, are also shown in Table IV.

    3. Compact Tension Fracture Toughness Tests

    Table VI1 lists the fracture toughness values for ambient temperature and -100°F (-73°C) tests on LC and C-L direction specimens. These specimens were removed from segment S/N K2998 of the WG39736 [5.75 in. (14.60 cm) dia.] bar, The specimen configuration and locations are shown in Figure 3, 3A and 3B, respectively, and the fracture toughness values are plotted in Figure 3C. Notice that there is no loss in the fracture toughness strength of the LC direction specimens at -100°F (-73°C) and that there is a 95 percent retention of ambient temperature fracture toughness strength at -100°F (-73OC) in the C-L direction specimens. For comparison purposes the average ambient temperature longitudinal and transverse tensile properties on the S/N K2998 segment, as determined by Wyman Gordon, are also shown in Table VII.

    4 d

  • 4. Salt Fog - Stress Corrosion Tests

    The stress corrosion test specimen configuration is shown in Figure 1 and the location and orientation illustrated in Table I1 and Figure 1A and B, respectively. The specimens were removed from the WG39735 [4.00 in. (10.16 cm) diameter] bar segments SIN K2989 and K2992.

    Table VIII lists the average tensile properties of longitudinal and transverse specimens stressed to 0, 75, and 100 percent of their respective yield strength and exposed to 0 and 180 days of salt fog exposure. There were no tensile failures or loss in mechanical properties after 180 days of stress and exposure. There was, however, an increase in the longitudinal and the transverse yield strengths of the 100 percent stressed specimens, a phenomenon attributed to additional work strengthening of the Inconel 718 alloy. Figures 4 and 5 illustrate the stressed specimens prior to and after 180 days, respectively.

    CONCLUSIONS

    Based upon our preliminary investigation of moderately work strengthened and direct single and double aged Inconel 718 alloy material processed by Wyman Gordon and the results of the evaluation described in this report the following conclusions are drawn :

    1. A significant increase in ultimate tensile and yield strength can be achieved in large diameter bars of Inconel 718 alloy by the Wyman Gordon work strengthening process without the sacrifice of grain size, elongation, or reduction of area.

    2. The Inconel 718 alloy’s excellent resistance to stress corrosion cracking in a chloride environ- ment was not impaired by the Wyman Gordon work strengthening process.

    d

  • REFERENCES

    1. Wyman Gordon Product Test Report No. 362, dated 1-28-85, Hand Forgings-Alloy Inco 718, NASA Space Shuttle, Prepared by Sr. Product Metallurgist Ken Kohlstrom, assisted by Metallur- gical Technician Peter Rice.

  • 0 3

    ..-( a E=

    0

    0

    0 -In

    81 12 9. 0

    el ij: - C Y

    0

    vlj @ -0

    0

    I I

    I

    W 9.

    0

    OD 9.

    0

    9.

    0 ?

    6 - 9. rl

    in

    N

    CY

    tn

    9.

    m m 9

    W 9.

    m 4

    9. 0 0

    0 9

    I

    I 1

    m

    0 9

    W 4

    0

    m In

    0 9

    3

    UJm u r n UlPI

    &E rl

    I-

    ? 0

    m 9. 0

    0 9

    VI

    0 1

    W -r 0

    0 rl

    rl

    gg m m m o hid

    m 9 W

    nt N

    in m

    W

    9 m 4

    0 rl 0

    0 9

    m

    9 0

    0

    W

    0 9

    m rl

    0

    w- m 9

    '?

    0

    cn

    W rl

    v, z

    9 ii

    W ?

    0

    0 '?

    CO

    0 4

    i- m N

    I- 4

    03 4

    ln 0 0

    0 9

    rl 0

    0 9

    rl rl

    0

    9. rl

    0

    m w

    0 9

    P

    0

    PI 9. 0

    0

    ?

    9

    W

    0 1

    I- 9.

    0

    I-

    rl ?

    -- -- 6 2 9 . W

    UlO 19

    m

    N 0:

    9.

    N ln

    a

    ln

    r. a - 0 4 0 0

    0

    m 0

    0 9

    m

    0 9

    rl rl

    0

    m m 9 a 4 In

    00 M

    2

    P !2

  • Y U

    w I4 a 2

    8

    (0

    N Y

    - 6J \

    b cv

    P

    P

  • 5 s

    1%

    E m m m m

    u , N

    9 3

    9 9 mua m N 1 1

    . o m m N

    9 3

    9 9 u a r i r l r l

    1 1

    O N r l r l

    s 9 rlI- N r l N N

    N.4

    ? ?

    m m N r l N N I I

    mua r l r l N N

    '9'9 m m a m r l r l

    ? a ? g g 0 0

    4 4 I n m rlrl a m

    N N m m

    u , N

    9 9 m u , m N 4 4 a o m m

    9 9

    9 9 o m N r l 1 1

    mTe r l r l

    ? N . m m r l r l N N

    9 4

    & &

    a m r l r l N N

    . . m m 4 4 N N

    '99 uam m m rlrl

    N.?

    ? ?

    ou, rld I I

    N O m m r l r l

    a m

    % B 0.P

    N N m a m m YLZ

    UiN

    9 9

    ? ?

    I-ua m N I 1

    m o m N

    9 9

    3 9 W W r l r l I I

    b D P r l r l

    '19 m m rlrl N N

    ? ?

    9 9

    N o N r l F I N I 1

    m r y r l r l N N

    ? ? In0

    r l r l m m

    ? ?

    ? ?

    m w a m rlrl I I

    m m m a l 4 4

    m I n m m m m 2 2

    Inn

    9 9

    9 9 o m O.N I 1

    -rw m N

    9 3

    9 9 mI- rid

    I 1

    I - P

    ? a ? inN lirl N N

    '9s

    N.?

    r N l i d N N I I

    m N 4 8 4 N N

    N.s m m m m r l r l

    ? ? w m m m r l r l 44 e m m m r l r l

    % %

    9 5 * * m m

    IAN

    9 9

    ? ?

    o m W N I I

    P b D N N

    9 9

    9 9 r l m N r l I 1

    W P r l l i

    1 9 I n m rlrl N N

    9 9 m o

    9 9 rld N N I I

    O N r l r l N N

    ? ? uaa m I - r l r l

    '99

    49

    N O

    drl I 1

    P a 3 P I - +Id

    a m

    %E/

    rDua !pj

    W N

    9 9

    9 9 u,Q m a I I

    N N m a

    9 9

    A & m P rlrl

    . . u a N r l r l

    'la: u a r l r l r l N N

    ?'9 m m

    ?.?

    r l r l N N I I

    Q O 484 N N

    ? ? O F

    l i d m m

    a??

    ? ? m m

    r l m r ld I 1

    r-w drl

    m m

    d 9

  • TABLE IIIA

    Longitudinal Tensile and Yield Strength in Inconel 718 Alloy Bar WG39735

    1654.8 s 1585.8 9

    1516.9 2 a 1447.9 R

    1379.0 f 1310.0 2

    1241.1 9 1172.1 5

    3

    1

    4b

    P

    3

    0

    TABLE IIIB

    Longitudinal Elongation and Reduction of Area in Inconel 718 Alloy Bar WG39735

    Reductton of Area

    C 0 30 !!

    0 Elongatlon

    I I

    K2989K299lK2992K2993K2994K2995K2996K2997 I

    10

    NOTE: 1. Reference Table 111 Values C4.00 In. (10.16 cm) Dla. Bar3 2. Data Furnished By Wyrnan Gordon

  • TABLE IIIC

    Transverse Tensile and Yield Strength in Inconel 718 Bar WG39735

    n d - - 3 40.- C 4 30-- Y- O

    J P

    4 E .- 0 20)1

    10 P C

    01

    - - 1379.0 a - - 131 0.0 I-

    0 Meld ‘i; ieo-. - - 1241.1 E

    r 1172.1 % 170-1

    200-- 0 - .- 5 190..

    - I

    K2989K2991K2992K2995K2994K2995K2996K2997

    Reductfon of Area

    Elongotion

    1 I

    @ 240

    230 3

    P

    -I 1516.9 2 s’ 220 v1

    I! 1447.9 f 210

    S 1379.0

    a 1310.0 0 I-

    0 3

    1241.1 3 E

    1172.1

    200 0 - .- 5 190

    ‘i; ieo - % 170

    S e

    B a

    TABLE IIID

    Transverse Elongation and Reduction of Area in Inconel 718 Alloy Bar WG39735

    NOTE: 1. Reference Toble 111 Values 14.00 in. (10.16 cm) Dlo. Bar1 2. Data Furnished By Wyman Gordon

    d

    11

    r y.

  • m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m 2222222222

    ? ? ? ? $ ? vi ? r ( m ~ ~ m m r ( o Nr lNNNNNN

    BIil w 992': m w l - m

    Bg, I cl x

    ???? d o 0 0 m m m m

    S?P???'1viN. 080rl~rlr lr l m m m m m m m m

    0 m c*l 4

    0

    H 2

    Y r2 2 s

    ???vi -rm-rl- NNNN NNNN

    N N N N N N N N NNNNNNNN

    8 I! a a

    12 d

  • B d

    3 i 4 "$I

    N cn

    ti

    In

    I I I 0

    m m I

    m m 9

    9

    9

    0 N I

    a, d

    v! m d N

    w ul d N

    I

    m d N

    ?

    '9 W 03 d

    ? 0 cn d

    I m N m d

    8

    k!

    !$ m -r cn

    w ?

    II

    k N

    h m cy cn

    w m.

    II

    3 d

    II -4 u1 a 0 0 0 d

    13 d

  • I O rl

    00 Ln-3 m N I I 00

    . .

    . . N N r n N . . O m

    N d I I m m W W

    * .

    es

    . . 0 0 3

    0 0 3

    coco

    T I . . Y Y

    % 00 co* dl4 I I 00

    w N 4 4

    * I

    . . E % 0 8 o m

    00 O m cow I I

    W U

    . . ? ?

    . . m - 3 4 4 I I

    LnO

    N N drl

    . .

    W 0 0 m %

    O W

    0 1 2 . .

    d z d m -4

    W m 12 m m

    n- 4 0 . . .

    A- nn 1 2 0 P O w m w m N12 a12 + I + I

    . . . . Y Y -Y

    81 00 00 coo 0 3 0 d d I I

    14 d

    x

  • rn $8 E.i $1 d N

    m m I - L n G Ln 0

    o o m w ~ n m m P m d w - r m m

    W W P W P I- P . . . . . . .

    Y

    0 I 4

    PdLnNiFi w 4 q w o m w I- P m m N I n w cv w P I - P I - w * w . . . . . . .

    Y @

    00 . . P-l P u r m N I 1 00

    -0 m N . .

    m cv m Y

    5 I= H

    0 Ln

    A A

    I-0

    C n P N N

    . . o m

    =!e I- N 4

    NLn . . I-In WOO T - l 4

    Ln I- !

    Ln - A

    -I- . .

    A

    0 m P I - 0 0 0 0 4 4

    I I

    15 d

  • h D

    cu 0

    6 m m

    c5

    w B VI. Ei 3

    6 3

    rl

    m m

    9 N rl

    n OD

    w 6 rl

    m

    w

    m 0 N

    -! m OD In rl - Q'. m N N

    0

    0

    s

    9 m m

    v! N rl

    - 03.

    c!

    'I

    m 6 6

    m 0 N

    n

    OD I- m rl

    N.

    - c? OD N N

    In P

    0 OD rl

    3

    'I 6 m

    v! rl rl

    n

    0 m m 4

    9

    - Qf rl N N

    n

    I- 03 In rl

    9

    - ? 0 m N

    0 0 rl

    0 OD rl

    N m m N x

    m

    i r2

    9 rl N

    'I rl d

    9 m m N rl w

    w W OD 4

    h

    OD W

    m m =?

    Q'. N N N

    0

    0

    l-3 m cn 2

    N

    i Et:

    'I m cv

    rl

    N I+

    ? m m c!

    9

    0

    m rn rl

    N. W m rl

    m Y

    03. N N N

    m P

    N m

    ti

    m

    i r2

    'I rl N

    v! N rl

    n 6

    rl m m c!

    9 W

    rl m

    - v! m m In 4 w

    [I N N N

    0 0 d

    0 0 O D 0 3 rl ' 4

    B OD 6

    OD Lo

    m

    I1

    E N

    h CD .cr m 03. W

    I1

    1 4

    I1 -4 In a 0 0 0 rl

    ii PI 16

  • d

    H al .s v t - YD t 0

    E

    ._ H

    0

    $2 0 .rl M e 8 V M M

    E 5;

    U

    17

  • 18

  • d 19

  • 20 d

  • i 21

  • 22

    r 4 I

    1 0

    m a . .

    - c

    00000 0

    OOOON 0 N Y . r r 0 . 0

    m o r n 0

    m o o o o - o

    hnr c

    h Efi 2 V

  • d

  • 20

    15 rt 3 0 PI 4 0 g 10

    s J

    5 H #

    0 0 0 0 0 0 0

    0 la ua 0 rl I

    Io rl 4

    I I

    TEMPERATURE, OF NOTE: SOT., Work Strengthened & D i r e c t D o u b l e Aged

    Data: -100OF (-73OC) 80°F (26.7"C) + L o n g i t u d i n a l 12,13.5,14 12.5,14.5,14.5,15 * Tranaverse 6.5.6.5 6.5,7,8,8

    Figure 2B. Charpy V-Notched Impact Strength of Work Strengthened and Direct Double Aged Inconel 7 18 Alloy Bar.

  • 25

  • 24 d

  • d

    27

  • 100

    90 n c d

    A 80 d =PI U

    n

    70 v

    0

    2 60

    50 0 0 0 0 0 0 0 0 0 0 0 0 c u o l a o c o d c c u CJ d " c D CD 0 - * I l I i r(

    I 1 Temperature, OF

    S.T., Work Strengthened + LC Direct Double Aged * c-L

    Inconel 718 LC, KQ # C-L, KQ

    Figure 3C. Fracture Toughness of Work Strengthened and Direct Double Aged Inconel 7 18 Alloy Bars.

    28 d

  • 29 d

  • 30 d

  • 1. REPORT NO. 2. GOVERNMENT ACCESSION NO. 3. RECIPIENT'S CATALOG NO. NASA TP-2634

    I 4. T I T L E AND SUBTITLE 5. REPORT DATE -

    A Mechanical Property and Stress Corrosion Evaluation of VIM-ESR-VAR Work Strengthened and Direct Double Aged Inconel 718 Bar Material 6. EH22 ORGANIZATION CC'DE

    7. AUTHOR(S) 8. PERFORMING ORGANIZATION REPOR r # J. W. Montan0

    September 1986

    I 9. PERFORMING ORGANIZATION NAME AND ADDRESS 110. WORK UNIT NO.

    George C. Marshall Space Flight Center Marshall Space Flight Center, Alabama 35812

    13. TYPE OF REPORT & PERIOD COVERED

    Technical Paper 12. SPONSORING AGENCY NAME AND ADDRESS

    National Aeronautics and Space Administration Washington, D.C. 20546

    M-535 11 . CONTRACT OR GRANT NO.

    -

    1.3. SPONSORING AGENCY CODE

    I 15. SUPPLEMENTARY NOTES

    Prepared by Materials and Processes Laboratory, Science and Engineering Directorate.

    16. ABSTRACT

    This report presents the mechanical properties and the stress corrosion resistance of triple melted [vacuum induction melted (VIM), electro-slag remelted (ESR), and vacuum arc remelted (VAR)] , solution treated, work strengthened and direct double aged Inconel 7 18 alloy bars [4.00 in. (1 0.16 cm) an/d 5.75 in. (14.60 cm) diameter] processed by Wyman Gordon.

    Tensile, charpy v-notched impact, and compact tension specimens were tested at perature in both the longitudinal and transverse directions. Longitudinal tensile and excess of 220 ksi (1516.85 MPa) and 200 ksi (1378.00 MPa) respectively, were temperature.

    Additional charpy impact and compact tension tests were performed at - lOO°F (-73OC tudinal charpy impact strength equalled or exceeded 12.0 ft-lbs (16.3 Joules) at ambient and (-73OC) while longitudinal (LC) compact tension fracture toughness strength remained above (86.80 MPa r m ) at ambient and at -1 00°F (-73°C) temperatures.

    No failures occurred in the longitudinal or transverse tensile specimens stressed to 75 a percent of their respective yield strengths and exposed to a salt fog environment for 180 days tests performed after the stress corrosion test indicated no mechanical property degradation. 1

    18. DlSTRlBUTlON STATEMENT 17. K E t WORDS

    Vacuum Induction Melted (VIM) Electro-Slag Remelted (ESR) Vacuum Arc Remelted (VAR) Work Strengthened and Direct Double Aged Charpy V-Notched Impact Compact Tension Fracture Toughness Stress Corrorion

    19. SECURITY CLASSIF. (ai thin rep-) 20. SECURITY CLP

    I A03 I 36 Unclassified Unclassified

    Unclassified - Unlimited I Subjec t Category 15

    IF. (of thin page) 121. NO. OF PAGES 122. PRICE

    For sale by National Technical Information Service, Springfield, Virginia 22161

    NASA-Langley, 1986