|
---|
Category:GENERAL EXTERNAL TECHNICAL REPORTS
MONTHYEARML20203N4171986-04-30030 April 1986 Rev 2 to Tdi Owners Group App Ii:Generic Maint Matrix & Justifications ML20100B6361985-01-21021 January 1985 Rept on Welding Allegations ML20094P7631984-08-0101 August 1984 Handwritten Notes Re Auxiliary Bldg & Underpinning Design Including Settlement Stress,Results of Areas of Max Stress & Rigid Body Rotation ML20094P5651984-07-18018 July 1984 Structural Stresses Induced by Differential Settlement of Diesel Generator Bldg ML20091K9701984-05-25025 May 1984 Request for Exemption from Branch Technical Position BTP-CMEB 9.5-1 for Control Panels C43 & C44 ML20091P0351984-05-11011 May 1984 Assorted Documents,Including Request for Equipment Qualification Rept,Inconsistencies in Specs,Review of Us Testing Lab Tests & Bechtel Problems Alert ML20090J5831984-05-0505 May 1984 Documents from TR Thiruvengadam Re 801211 Oral Deposition ML20090L9571984-05-0404 May 1984 Evaluation of Subsidence. Related Info Encl ML20090L6821984-05-0404 May 1984 Documents Produced by TR Thirvengadam for 801211 Oral Deposition ML20090L8291984-05-0404 May 1984 Us Testing Co Response to Bechtel Rept, `Review of Us Testing Field & Lab Const Test Data on Soils Uses as Fill. Related Info Encl ML20090J4831984-05-0303 May 1984 Contents of E Gallagher 3-Ring Notebook Containing Soils Investigation ML20090J4621984-05-0303 May 1984 Contents of E Gallagher 3-Ring Notebook Containing Soils Investigation,Vol 1 ML20090K8381984-05-0202 May 1984 Documents Requested by NRC from Package Presented by G Keeley,Project Manager,But Not Used as Deposition, Exhibits 801023 ML20090K7571984-05-0202 May 1984 Documents Requested by NRC Staff from Package Presented by D Horn,Field QA Engineer,But Not Used as Deposition. QA Sys Evaluation Check Sheets & Related Info Encl,Including Canonie Const Co W/Addendum to QA Program ML20090K8111984-05-0202 May 1984 Documents Requested by NRC from Package Produced by T Cooke,But Not Used as Deposition, Exhibits 801022.Related Info Encl,Including Notes of 790215-16,0801 & 1009 Meetings of Diesel Generator Bldg Task Group ML20084M0241984-04-27027 April 1984 Const Implementation Overview,Weekly Rept 46,840423-27 ML20084L9381984-04-19019 April 1984 Main Control Room Fire Analysis & Evaluation for C31 Control Panel ML20083P8971984-04-17017 April 1984 Midland Independent Design Const Verification Program Monthly Status Rept,Number 11 for Mar 1984 ML20087H9031984-03-16016 March 1984 Midland Independent Design & Const Verification Program Monthly Status Rept Number 10 for Feb 1984 ML20081C3731984-02-29029 February 1984 Seismic Margin Review,Miscellaneous Subsystems & Components ML20084F9061984-02-24024 February 1984 Const Implementation Overview,Weekly Rept Number 37, for 840220-24 ML20084F9261984-02-17017 February 1984 Const Implementation Overview,Weekly Rept Number 36, for 840210-17 ML20080M7381984-02-15015 February 1984 Independent Design & Const Verification Program Monthly Status Rept 9 for Jan 1984 ML20084F8941984-02-10010 February 1984 Const Implementation Overview,Weekly Rept Number 35, for 840206-10 ML20086M2541984-02-0909 February 1984 Balance-Of-Plant Class 1,2 & 3 Piping,Pipe Supports & Valves, Vol IX to Seismic Margin Review ML20084F8391984-02-0303 February 1984 Const Implementation Overview,Weekly Rept Number 34, for 840130-0203 ML20083G8741984-01-0404 January 1984 Structural Evaluation of Midland Diesel Generator Bldg: Assessment of Structural Performance Capability & Serviceability as Potentially Affected by Settlement Induced Cracking ML20083G5871984-01-0404 January 1984 Midland Independent Design & Const Verification Program: Structural Evaluation of Diesel Generator Bldg ML20079E6641983-12-31031 December 1983 Midland Independent Design & Const Verification Program, Monthly Status Rept 8 for Dec 1983 ML20083D9831983-12-0909 December 1983 Auxiliary Bldg Crack Mapping Evaluations for Grillage 8 Initial Jacking & Rejacking ML20083C6631983-11-30030 November 1983 Midland Independent Design & Const Verification (Idcv) Program, Monthly Status Rept 7 for Nov 1983 ML20081J2801983-10-31031 October 1983 Evaluation of Change & Nonconformance Documents,Independent Assessment of Underpinning ML20080D6851983-10-31031 October 1983 Midland Startup Sequence. Related Info Encl ML20082A9691983-10-31031 October 1983 Midland Independent Design & Const Verification Program, Monthly Status Rept 6 for Oct 1983 ML20080T4371983-10-17017 October 1983 Review of Diesel Generator Bldg at Midland Plant ML20085L1141983-10-17017 October 1983 Fifth Monthly Status Rept for Independent Design & Const Verification Program for Sept 1983 ML20080T4221983-09-23023 September 1983 Draft Rept, Review of Diesel Generator Bldg at Midland Plant ML20082G4971983-09-20020 September 1983 Midland Summary Rept ML20080E7881983-08-31031 August 1983 Vol IV to Seismic Margin Review:Svc Water Pump Structure Margin Evaluation ML20076C1621983-08-16016 August 1983 Midland Independent Design & Const Verification Program, Monthly Status Rept 3 for Jul 1983 ML20077A7081983-07-31031 July 1983 Rev 3 to NSSS Equipment & Piping, Vol Viii to Seismic Margin Review ML20077H9721983-07-25025 July 1983 Rev 3 to Diesel Generator Bldg, Vol V to Seismic Margin Review ML20076N2391983-07-15015 July 1983 Midland Independent Design & Const Verification Program, Monthly Status Rept 2 for 830528-830630 ML20072H4981983-06-30030 June 1983 Reclassification of Flued Head Fittings at Midland Plant Units 1 & 2 ML20085D8091983-06-30030 June 1983 Seismic Margin Review,Vol Iii,Auxiliary Bldg ML20024D0181983-06-30030 June 1983 Midland Independent Design & Const Verification Program Monthly Status Rept 2, Second Monthly Status Rept for 830528-0630 ML20076G0631983-06-0202 June 1983 Rev 2 to Midland Energy Ctr Spatial Sys Interaction Program/Seismic Mgjec Project Quality Plan ML20071M3581983-05-27027 May 1983 Midland Independent Design & Const Verification Program Monthly Status Rept 1, Covering Period from Project Inception Through 830527 ML20072E5851983-05-27027 May 1983 Independent Design & Const Verification Program,Monthly Status Rept No 1,Period Inception Through 830527 ML20072M2281983-05-18018 May 1983 Independent Assessment of Auxiliary Bldg Underpinning Weekly Rept 34, for 830508-14 1986-04-30
[Table view] Category:TEXT-SAFETY REPORT
MONTHYEARML20058L8721992-12-31031 December 1992 1992 Annual Rept,Cpc ML20126D7211992-12-16016 December 1992 Potential Part 21 Rept Re Actual Performance of Rosemount Supplied Bailey Bq Differential Pressure Transmitters Differing from Rosemount Original Spec.Bailey Controls Encl.Evaluation Not Yet Performed ML20246N1221988-12-31031 December 1988 CMS Energy 1988 Annual Rept ML20154J4101988-05-12012 May 1988 Addendum 1 to Supplemental Part 21 Rept 145 Re Potential Problem w/F-573-156 Pressure Sensor/Lube Oil Trip.Initially Reported on 880429.Addl 1-1/8-inch Diameter W/Deep Counterbone in Pressure Head Added to Activate Valve ML20153B6191988-04-29029 April 1988 Part 21 Rept Re Potential Defect in Component of Dsr or Dsrv Standby Diesel Generators Supplied to Utils.Recommends Return of Subj Components in Onsite Warehouse Storage & Suggests Surveillance of Devices Already Installed ML20196J3801987-12-31031 December 1987 CMS Energy Corp 1987 Annual Rept ML20215G2441987-06-16016 June 1987 Part 21 Rept Re Failure of Load Sequencing Equipment Supplied in Aug 1977 During Scheduled Testing.Caused by Open Electrical Connection on One Crimp Lug.Since 1978,insulated Lugs Used on All Equipment ML20216E4721987-05-28028 May 1987 Part 21 Rept 140 Re Potential Defect in Air Pressure Regulators Mfg by Bellofram.Dripwell Gasket May Fail Due to Mismachining of Gasket Seating Surface Causing Loss of Control Air & Starting Air Pressure ML20207R9041986-12-31031 December 1986 CPC 1986 Annual Rept ML20214A0951986-11-14014 November 1986 Insp & Evaluation Re Adequacy of Stabilization Plan,In Response to Util 860701 Request for Withdrawal of Applications to Extend CP & Util Motions Seeking Withdrawal of OL Application ML20215G6801986-10-10010 October 1986 Part 21 Rept Re Vendor Tests of air-operated Diaphragm Valves Revealing Natural Frequencies Less than Required Values of 33 Hz.Initially Reported on 841227.No Adverse Effects Noted During Testing ML20215G5351986-10-10010 October 1986 Part 21 Rept Re Vendor Tests of air-operated Diaphragm Valves Revealing Natural Frequencies Less than Required Values of 33 Hz.Initially Reported on 841227.No Adverse Effects Noted During Testing ML20205F6141986-08-13013 August 1986 Part 21 Rept Re Connecting Rod Bolts for Dsrv Engines.Listed Procedures Recommended for Next Connecting Rod Insp, Including Replacement of Bolts Due to Cracked Threads & Large Grooves & Galls in Threads ML20206U0591986-07-0202 July 1986 Part 21 Rept Re Potential Defect in Component of Dsrv Standby Diesel Generators,Involving Problem W/Fastening of Engine Connecting Rod Assembly Which Could Result in Engine Nonavailability.Procedure Will Be Issued by 860718 ML20197H2581986-05-0808 May 1986 Part 21 Rept 135 Re Defect W/Lube Oil Sump Tank Foot Valve of Standby Diesel Generator.Caused by Extrusion of Liner Matl Due to Overpressurization.Corrective Actions Being Developed.List of Affected Sites Modified ML20203N4171986-04-30030 April 1986 Rev 2 to Tdi Owners Group App Ii:Generic Maint Matrix & Justifications ML20205N6811986-04-14014 April 1986 Final Part 21 & Deficiency Rept 86-03 Re Consolidated Pipe & Valve Supply,Inc Certified Matl Test Repts.Initially Reported on 860321.Six raised-face Orifice Flanges Statused & Segregated Per QA Procedures ML20205N7381986-04-14014 April 1986 Interim Deficiency & Part 21 Rept 86-02 1 Re Elastomer Liner in Clear Flow Co Foot Valves Used in Lube Oil Sump Tanks of Tdi Diesel Generators.Initially Reported on 860321. Action Will Not Be Pursued Unless Facility Reactivated ML20140H5991986-03-24024 March 1986 Second Interim Deficiency Rept 86-01 Re Error in Bechtel Computer Analysis Program.Initially Reported on 860121.No Corrective Actions Will Be Pursued & No Further Repts Will Be Submitted Unless Project Reactivated ML20154N3431986-03-10010 March 1986 Initial Part 21 Rept 135 Re Potential Problem W/Lube Oil Sump Tank Foot Valve of Dsrv Standby Diesel Generator for Facilities.Cause Not Determined.Recommends Utils Inspect Condition of Foot Valve Liners & Notify Tdi of Findings ML20153F5391986-02-14014 February 1986 Interim Part 21 & Deficiency Rept Re Error in Bechtel Computer Analysis Program ME101.Initially Reported on 860121.No Corrective Actions or Further Repts Will Be Submitted Until Project Reactivated ML20137N6101986-01-10010 January 1986 Interim Part 21 & Deficiency Rept 85-08 Re Isolated Failures of Betts Spring Co Intake & Exhaust Valve Springs Reported by Tdi.Initially Reported on 851218.Corrective Actions Will Be Pursued If Units Reactivated ML20141N8361985-12-31031 December 1985 CPC 1985 Annual Rept ML20138M3891985-12-12012 December 1985 Topical Rept Evaluation of Rev 1 to BAW-1847, Leak Before Break Evaluation of Margins Against Full Break for Rcs.... Rept Presents Acceptable Justification to Eliminate Dynamic Effects of Large Ruptures in Piping ML20198C4981985-11-0606 November 1985 Part 21 Rept Re Potential Defect in Dsr or Dsrv Standby Diesel Generator Intake & Exhaust Valve Springs Mfg by Betts Spring Co.Users Recommended to Inspect Engines for Broken Springs & Identify Original Mfg ML20138B9531985-10-0909 October 1985 Interim Deficiency Rept Re Larger than Anticipated Util Movement Where Freezewall Crossed safety-related Utils at Monitoring Pits 1,2,3 & 4.Initially Reported on 850917.No Action Will Be Taken ML20138C3111985-10-0808 October 1985 Interim Deficiency Rept Re Limitorque motor-operated Butterfly Valves Not Opening Electrically After Closed Manually.Initially Reported on 850912.No Corrective Actions Will Be Taken Unless Facility Reactivated ML20138C3251985-10-0808 October 1985 Interim Deficiency Rept Re Loose Set Screws on Anchor Darling Swing Check Valves & Disc Nut Pin Problems Causing Inoperability.Initially Reported on 850912.No Further Corrective Action Will Be Taken Unless Facility Reactivated ML20132B0261985-09-0303 September 1985 Part 21 Rept Re Possibility of Engine Ingestion of Unwelded Part in American Air Filter Standby Diesel Generator Intake Silencer.Immediate Hold Should Be Placed on Diesel Engines/Intake Silencers Not Yet in Svc ML20132D3191985-07-10010 July 1985 Interim Part 21 & Deficiency Rept Re Rupture During Testing by Wj Woolley Co of Inflatable Seal,Mfg by Presray Corp,Used in Personnel Air Locks in Reactor Containment Sys.Initially Reported on 850614 ML20129G0601985-04-26026 April 1985 Interim Deficiency Rept Re Potential for Cracking of Check Valves in on-engine Mounted Starting Air Piping of Tdi Diesel Generators.Initially Reported on 850401.Cause Not Determined.No Corrective Actions.Related Correspondence ML20112J3951985-03-22022 March 1985 Interim Part 21 & Deficiency Rept Re Failure of Gulf & Western MSIV Actuator Latch Roller Bearing.Matter Will Not Be Pursued Unless Plants Reactivated ML20100B6361985-01-21021 January 1985 Rept on Welding Allegations ML20114D3571984-12-21021 December 1984 Interim Deficiency Rept Re Diesel Fuel Oil Tank Soils Borings.Initially Reported on 841121.No Corrective Actions Necessary Due to Present Project Shutdown ML20100K9791984-11-27027 November 1984 Part 21 & Interim Deficiency Rept Re Ruskin Mfg Co Interlocking Blade Fire Dampers.Initially Reported on 841121.Corrective Action Will Not Be Pursued & No Further Repts Will Be Made Unless Plant Reactivated ML20100D9841984-11-21021 November 1984 Deficiency Rept Re Diesel Fuel Oil Tank Boring Logs.Util Response to Dow Chemical Co 841113 Request for Admissions Encl ML20100E2621984-11-15015 November 1984 Interim Part 21 & Deficiency Rept Re Rosemount 1153 Series B Transmitters Potentially Leaking.Initially Reported on 841010.Four Units Shipped to Facilities.Corrective Actions Will Not Be Pursued ML20100E4451984-11-15015 November 1984 Interim Deficiency Rept Re Cardinal Industrial Products Corp Spare Studs Received W/O Ultrasonic Exam.Initially Reported on 841010.Corrective Actions Will Not Be Pursued Unless Midland Reactivated ML20100E2371984-11-15015 November 1984 Interim Part 21 & Deficiency Rept Re Tdi Fuel Control Level Cap Screws.Initially Reported on 841010.No Corrective Actions Will Be Pursued & No Further Repts on Subj Made Unless Midland Reactivated ML20099E3531984-11-0909 November 1984 Interim Deficiency Rept Re Small Bore Piping Anchor Design. Initially Reported on 840816.Listed Corrective Actions Will Not Be Pursued & No Further Repts Will Be Made Unless Facilities Reactivated ML20093C3211984-10-0101 October 1984 Rev 0 to QA Program Plan for Shutdown Phase ML20093H3961984-08-0202 August 1984 Interim Deficiency Rept Re Seismic Qualification of Power Supplies for Eccas & Ni/Rps Equipment.Initially Reported on 840705.No Activity Being Currently Pursued.No Further Repts Will Be Made Unless Facilities Reactivated ML20093H8521984-08-0202 August 1984 Interim Deficiency Rept Re Field Installation of Itt Grinnell Struts & Extension Pieces.Initially Reported on 840705.No Activity Being Currently Pursued.No Further Repts Will Be Made Unless Facilities Reactivated ML20094P7631984-08-0101 August 1984 Handwritten Notes Re Auxiliary Bldg & Underpinning Design Including Settlement Stress,Results of Areas of Max Stress & Rigid Body Rotation ML20093H8111984-07-27027 July 1984 Final Part 21 & Deficiency Rept Re Capstan Springs in Mechanical Shock Arrestors Supplied by Pacific Scientific. All Suspect Shock Arrestor Capstan Springs Will Be Inspected for Cracks & Defective Springs Replaced ML20096A7781984-07-27027 July 1984 Final Deficiency Rept Re Defective Capstan Springs in Pacific Scientific Mechanical Shock Arrestors.Initially Reported on 840106.W/o Description of Investigation & Corrective Actions.Related Correspondence ML20093H8871984-07-20020 July 1984 Interim Deficiency Rept Re Reactor Coolant Pump Seals & Seal Covers.Initially Reported on 840622.No Activity Currently Being Pursued.No Further Repts Will Be Made Unless Facilities Reactivated ML20094P5651984-07-18018 July 1984 Structural Stresses Induced by Differential Settlement of Diesel Generator Bldg ML20090G2141984-07-18018 July 1984 Idcvp:Control Room HVAC Sys Performance Requirements, Draft Topical Rept ML20093H4751984-07-17017 July 1984 Interim Deficiency Rept Re Core Flood Line Piping Supports in Reactor Pressure Vessel Connection Supplied by Bechtel. Overstressing Could Occur in Pipe Supports.No Commitment Made for Further Repts 1992-12-31
[Table view] |
Text
_ . _ _ _ . _ _ _ _ _ _ . _ _ _ _ _
i
) !
e . !
BECHTEL PROFESSIONAL ASSOCIATES CORPORATION !
777 EISENHOWER PARKWAY
) ANN AR80R, MICHIGAN 48106
) :
J' TECHNICAL REPORT TR-3887-1 ADDENDUM 1
)
INVESTIGATION OF PRESERVICE FAILURE OF MIDLAND RPV ANCHOR STUDS
)
JUNE 6, 1980
)
)
)
- Tas:WNE ENGNEEMG SGMCES 303 BEAR HILL ROAD-WALTHAM, MASSACHUSETTS 02154 y- 617 890-3350
%OOLIGaoo% 5
Technical Report
) TR-3887-1 Addendum 1 WTI:1 ITf(NE M954G SERVCES 3887-1 Addendum 1 1.0 Introduction Tcledyne r.-ineering Services (TES) under contract with Bechtel Associates Pr- sional Corp. (BAPC) has conducted an investigation of preservice f ailures of two reactor vessel anchor studs at the Consumers Power Co. Midland Plant, Unit 1. TES has previously reported the results
) of this investigation in Technical Report TR-3887-1. Since preparation of that report, a third stud has f ailed, and material from that stud was suppliec to TES for further testing. This report describes the results of tests conducted on the third stud, which is identified as 35 outside.
J 2.0 Conclusion l .
This investigation was primarily concerned with determining whether
) the failure of stud 35 was comparable to the previous two f ailures. Based on the results reported here, it is TES's opinion that the mode of failure (stress corrosion leading to cleavage fracture) is the same as for studs 3 and 36, and the results presented here do not change the conclusions or b .
recommendations contained in TES report TR-3887-2 Rev. 1, " Acceptability for Service of Midland RPV Anchor Studs".
l 3.0 Test Program l
3.1 Introduction l
l The following tests and inspections were conducted on the third stud:
l
- 1) Visual and Non-destructive examination using wet fluorescent magnetic particle techniques.
3
- 2) Hardness Survey on the portion of the stud received by TES.
O
) Technical Report 1R-3887-1 Addendum 1 WM SERVICES
- 3) Chemical Analysis for conformance to AISI 4140.
- 4) Fractography
- 5) Plane Strain fracture toughness (KIC}
3.2 Stod Dissection In the Midland Unit 1 plant, the third stud (35 outside, from heat
) 000) to fail was adjacent to the second failed stud (36 outside). Unlike the two previous failures which were at or above the concrete surface, stud 35 f ailed in the embedded end approximately 6 feet ,below the surf ace (Figure 1). The stud was saw cut approximately four inches from the
)
fractured end and this cut portion provided to TES for further testing.
TES cut the fracture surface from the stud, approximately 3/4" from the end of the sample. Then another (1/4") section was cut for chemical
) analysis and hardness testing, and the remaining material used to prepare three fracture toughness specimens. The dissection plan is shown in Appendix A.
l
)
l 3.3 Non-destructive Examination Prior to dissection, TES performed a visual and wet fluorescent mag- i netic particle examination on the 4" length of stud. l 3.4 Hardness Testing TES performed a hardness traverse across the diameter of the stud on 3
the slice from immediately behind the fracture surface, and along the length of the stud. Also, the hardness was measured at the fatigue crack front on the fracture toughness specimens.
) 3.5 Chemical Analysis A portion of the slice used for hardness testing was used for chemical analysis.
)
Technical Report TN TR-3887-1 Addendum 1 NERNG SERVICES b
3.6 Fractography Consumers Power Co. personnel had effected a cleaning of the fracture by repeated replica stripping. This, combined with the fact that ahe D
fracture had not oxidized excessively resulted in a very clean fracture surface. TES was able to conduct a direct examination of the fracture surface using a scanning electron microscope.
D 3.7 Plane Strain Fracture Toughness Three L-R oriented 0.4T compact tension specimens were removed from the stud as shown in Appendix A. These specimens were designed and tested D
in accordance with ASTM E-399-78.
4.0 RESULTS 9
4.1 Non-destructive Examination No indications of additional cracking were found on the portion of the stud examined.
9 4.2 Hardness Testing Hardness traverse results are presented in Figure 2 along with pre-O viously reported results for studs 36 and 3. The results shown in Figure 2 dra also rhown in Table 1. Stud 35 showed a pronounced hardness gradient across the diameter, similar to the gradient in stud 36. There was also a hardness gradient along the length of the portion examined by TES, pre-sented in Table 2.
The hardness measured at the f atigue crack tip in the fracture tough-
, ness specimens from both studs 35 and 3 are shown in Table 3.
O
) Technical Report TR-3887-1 Addendum 1 W N bE 94GeEstNG SBWICES
) 4.3 Chemical Analysis Results of the chemical analysis are shown in Table 4 along with results for studs 36 and 3 reported in TR-3887-1, AISI specification
) limits, and material certification results for heats 0 and 000. The results for this stud are consistent with the material certification results for heat 000 and the AISI specification.
) 4.4 Fractography The fracture surface is shown in profile in Figures 3 and 4, and in plan view in Figure 5. Figures 7 through 16 provide the results of a
) -
scanning electron microscpe examination, and Figure 6 provides a key show-ing where each photograph was taken.
This stud was different from the two previous studs in that there were 3 multiple origins, and at least three separate cracks which combined to form the final fracture surface. Also unique was the fact that, as shown in Figure 3, the fracture occurred in the nut, and not at the first engaged thread, resulting in a few stripped threads on the stud (Figures 3 and 4).
3 Further, the fractures initiated on a thread face rather than the thread '
root. (Figure 4)
The fracture surface of stud 35 consisted of intergranular fracture
) at the origins and transgranular cleavage over the remainder of the frac-ture, with a sharp transition between the two regions, as shown in Figures 11, 13 and 15. At the transition there were small regions of dimpled i fracture. Dimple fracture was only seen at the transition, and nowhere
) else on the fracture surface.
l One facet on the fracture surface was more heavily oxidized than the other facets. The entire facet was oxidized except for an annular ring 3 around the outer diamter at the origin. However, the region of transition l from intergranular to transgranular cleavage did not bear any relation to the transition from oxidized to unoxidized region. TES does not consider this feature to be important in this failure investigation.
) Technital Report TR-3887-1 Addendum 1 WM SBWICES
) The origins of all three cracks were more annu.ar, than thumbnail, in shape. However with visual examination it is possible to see the outline of what may have been thumbnail shaped cracks, which joined to form the annular cracks. The measured depths of the intergranular to transgranular
~
) cleavage transition were 4.8 mm (Figure 8), 3.3 m (Figure 10), 4.1 mm (Figure 13) and 6 mm (Figure 15).
4.5 Fracture Toughness Testing
)
Fracture toughness results are presented in Table 5. Of the three specimens tested two are valid with respect to ASTM E-399-78 requirements.
The other specimen was invalid because the crack front was not straight
) enough to meet E-399. Because stud 35 failed in the nut, a fracture mechanics evaluation to compare the measured toughness values to flaw sizes as was done for stud 3 was not possible.
1
)
?
D D
l
)
) Technical Report M TR-3887-1 Addendum I gg
)
TABLE 1 HARDNESS TRAVERSE, STUD 3 AND 36
) '
Location From Edge
) 1/8 46.0 45.5 48.8 l
1/4 45.5 46.0 46.6 3/8 45.0 44.5 46.5 1/2 45.0 44.0 42.5
) 5/8 45.5 40.0 40.0 3/4 46.5 40.0 39.5 7/8 45.5 39.0 38.0 1 47.0 37.0 38.0
) 1 1/8 47.0 37.0 35.7 1 1/4 46.5 37.0 37.3 1 3/8 46.0 38.5 37.7 1 1/2 49.5 39.5 38.5 3 1 5/8 50.0 39.0 39.2 1 3/4 46.0 46.0 41.5 1 7/8 46.5 45.0 43.1 2 45.0 46.0 47.9 l 3 2 1/8 46.5 48.0 48.2 l ,
)
)
l l
)
) Technical Report TR-3887-1 Addendum 1 TN N MCES
) TABLE 2 LONGITUDINAL HARONESS TRAVERSE
) STUD 35 Location
) HRC 1 1/8 48.0 1 3/8 47.5
) 1 5/8 47.5 1 7/8 46.0 2 1/8 45.5 2 3/8 43.0
) 2 5/8 43.5 2 7/8 45.0 3 1/8 43.0 3 3/8 44.0 3 5/8 44.0 3 7/8 44.0
- From fractured end of specimen J
J I
J I
D Tec.hnical Report TR-3887-1 Addendum 1 SeTAsry(E SSNCES D
4 TABLE 3 p Hardness Test Results on CT Fracture Toughness Specimen At Fatigue Crack Front p Stud Specimen Hardness Ave.
35 1CT-03 40, 40, 39.5 2CT-03 39, 39.5, 38.0 3CT-03 41, 41, 41 D ,,
39.9 3 FCl 46, 45.5, 48 FBI 45, 46, 48 3 46.4 D
D i
D D
U- U V U U v v v v v- -v M
4, 9-8 3.
70 EE o.u TABLE 4 -
k3 Composition of Failed Anchor Studs Compared with Specification and Material Certification AISI Material Material 4140 Certification Certification
' Element Stud 3 Stud 36 Stud 35 Nominal
- Report, Heat 0 Rsport Heat 000 C 0.434 0.420 .425 0.38 - 0.43 0.40 0.42
'Mn 0.969 0.930 .840 0.75 - 1.00 0.90 0.86 P 0.012 0,014 .010 0.035 Max.** .010 0.013 S 0.015 0.015 .017 0.040 Max. .018 0.020 Si 0.240 0.240 .310 0.15 - 0.33** 0.25 0.33 Cr 0.970 0.990 1.010 0.80 - 1.10 0.94 0.96
' Ni 0.027 0.022 .020 - - -
Mo 0.184' O.180 .180 0.15 - 0.25 0.18 0.19 Cu 0.021 0.023 .050 - - -
Al '
O.027 0.037 .030 - - -
Ca 0.005 0.011 - - - -
B 0.001 0.001 - - - -
- From Metals Handbook Vol. 1, 9th Edition 1978 page 127
- 040 max. for phosphorus and 0.20 to 0.35 for Si from Metals Handbook Vol. 1 8th Edition 1960, page 61.
t I
---A
g Technical Report TR-3887-1 Addendum 1 9p qq SBNICES TABLE 5 Plane Strain Fracture Toughness (KIC)
, for Stud 35
~
Specimen in)
KIC (Ksi ICT-03 48.5 2CT-03 54.9*
3CT-03 56.1 3
- TestnotvalidinaccgrdancewithE-399-78 Test temperature: 70 F D
D e
e O
O O
D W TEM D(NE ENGNEERNGSERVCES D , R 7 '- 4 h; S EMI FI N HF AVY H E X J /> M NtlT
( RE ACTOR HE AV Y H r:X N U T SKIRT PL AIN WASHER (H A R D E N ED) d - ., WASHE P l T HK 10 , p5/3,rb i o x 5 ' no I
s O
g 4 >-
M_PLm g GB --
3G D N s_ , N, H
.gr.
- L[ --
/--
wm t
. m e x /
-f Y %\ N NN !!
l 7-
/
, [ /
s b
4 i D jL g
- gSTUD 3 INSID E
-Q
[ T ST UD 36 OUTS IDE g r
- E FAILED HERE FAID HERE 3 '
5 L l
9 *f d .
)
4 , *I l
7 o 7 S T U D 35 OU T. o E rr g ll ll FA I LE D H E R 'l 3
Q ~
~.;;&
TT '
r evw._
[k -~
r
-H EAVY H L A N L1T SEMI FIN HEAVY HEX J AM NU T FIGURE I ANCHOR STUD INSTALLATION g
) *TaswNE EPGNEERINGSERVICES
)
5& ,
o O
A
)
o o
= . o o a 1 o o a A o o
)
4h o o ao a
) -
~
' STUD 3 5
. ^ ST UD 3G
$_ oSTUD 3
) -
3]40- a w
z _
a o
g a J j -
a .
J 3 5-- , , , i , -i i , i , , , , , , , , ,
Ik I kk0g,k h k I Ik LO C AT I ON FROM C E N TER D
H A R DN ESS TRAVERSE ~ FOP. ST UDS 3 3 35 3r36 FIGURE 2
) '
TM ENGNEERNG SERVICES
- , -r- ; .:,;.
Figure 3
., . ~ g7 r '_ ,.
,.< Ji d . . < Profile view of fractured
' 'W j- 1 - end of stud 35, showing stripped threads indicated
) -
, by arrows
?
4
) hr.
?;
i
[.
1 Si fl D
Y ~*4 D
h
%; y u f I;
' Sf i .
/[%h .
, [ "'
k a g
Figure 4 O
Other side of stud shown
. in Figure 3.
Arrows point to one origin.
Note that fracture did g not initiate at a
' thread root.
O
3
) SPTELED(E l ENGINEERING SERVICES !
l l
3 7
l D , i .
f a 1 cl
?
ja
}
_ :r 4
3 "
l Head-on view of fracture surface.
l D
FIGURE 12 FIGURE 13 J
. I FIGURE 9 i i FIGURE 16 i i flGURE 8 ua FIGURE 7 FIG UR E 15 FIGURE ll (
FIGU R E IO f'A J, 7 's
/
J l
Figure 6 Map of fracture surface shown in Figure 5. Numbers refer
]
to figure numbers of this report and show where photographs for figure were taken. Dashed lines outline entire region ,
examined with the scanning electron microscope.
3
TN
. ENGNEERING SEFMCES
~
l n; ,
.r
)
54 ___
Figure 7 2000X Typical intergra,nular fracture near an origin.
3
) ,
. 'Yk
. i.j ~y
.?v':
s ; ... .
4s,
.Pii t.W.A 3 __ .
y ,
t,y F
3
$$g
,s.
e 9_I .
Figure 8 1000X Mixed mode (intergranular and dimpled) fracture.
) This type of fracture was always seen near the transition from intergranular to cleavage fracture.
TN
- -seuces
)
l
! T l
'f D .
) '
I t (#
Figure 9 1000X l
Transgranular cleavage fracture near intergranular I origin.
9 Edge k
?
e
)
- .
- h -
)
Figure 10 1000X Intergranular fracture at an edge of the fracture
) surface.
V V U U V U U V Wx. s~
Figure 11 Transition (between arrows) from intergranular
- fracture to transgranular cleavage. ""~'7P
'~
Note some dimple fracture at the transiti,on, i e f .'
~~
4 5.%5fY~ ~k[t$ 4 8,..
~
H
-- , -t e . .
m..yggi:
s u
~
c c.i '
. yy ' '
l;, .
,x, i .
h3 g ~+
.,,- /4 ... :: . .
s W n 'p , 1,~
,Y '
k
l
. h*k'C W.f;1 -
Y , , , ,
d y.j-,"Y' ,
jg . ?fd
~-
. s.g 4 i :
i ,
g 3, .
1
- n. .
. p
-_m._.._..a ._.m___
TN ENGEEERNG SERVICES
]
l l
5 3
dge
) . A
/
Figure 12 1000X Intergranular fracture at an origin.
)
) -
~
, s l
)
i 1
3
i WM ENGNEERNG SERVICES l
(
l .
h
)
)
x J
e
)
3 J Figure 13 1000X Transition from intergranular fracture to transgranular cleavage. Again, some dimpled fracture (arrows) is apparent at the transition.
J J
)
WTA WE ENGNEERNG SERVCES l
)
b
) .
l Figure 14 1000X
) Intergranular fracture sur
) '
)
) -
.g Figure 15 750X Transition from intergranular (top) to transgranular cleavage (bottom) fracture.
)
)
WTELED(PEE ENGNEERNG SERVICES i
g .- w . ..
) .
., $O D' ~
, k .
AI 9
12 4 ?-2
-iN
. , 3 . , , .k. s ir s
p,
? ' ~'. .
, N y); t.[. j
. Tj$ rp .
Figuia 16 1009X Transgranular cleavage
)
l
)
J
)
J
)
"RTFI FIWNE ENGINEERING SERVICES
)
)
)
)
APPENDIX A
)
J J
)
)
)
U U V U U U U U V U 'V j
_ 3 g Mr
~.400 TYf NOTC E
~hiiT Y --*
~ " .300 TfR. ppgyyjyjcp pjoy
.a . e. 42 E,,.,.
ofcv A cf cur l # Y. W
,l '3 +C - 30' ', 1 DEN Tff/CA TION
) l - 1 >&n i et. #6 Y ?!APl<
$ k 4 0 1 Cil(CT'~
1 l 4n g i l
% i, o ', f'F ]
1
". --y- - ; g to. '
~o
/
g 8 Ed'. MU \ 30* oh s
[ .
o w
,1
/ f cy cy;
\_ f Cf CUT
\
\" A'4C H OR 90LT L-[NGRn6'ED lO I N.T/ flC A T/ON onrENTA10 A/ MARK S 'E ' A O C' ? fi N A R P.
po s D kWMBEon s M AT: SA 354 BD 3 8 8 7- 3 O '< THIS F a E annDxsss BLANK ORIEN771 TION END (S t/PFL /ED BY MS )
UNCONTROL'.ED DOCUA4ENT
!,OTf!:
/.70s E f frit; E OF C Gh*/ K T Ti4Ss m f.fCl V/>s$ i ff '
- ~'FW/R- C ~ 5'3 G O FOR f/NAL M A'E2 CNt oW '/O : N.
/*5 ,~. REV DESCRim ON l DRAW'el CMD l ANAL l ENCR i'. ALL NO TCMES NHf 70 er CFs 7.' 'ff/O v 5c2. N E i.'.5 4 44 // C 7 S G UN A F, 0 5/ l D#i E l 0CO l ZONE l stvss,oNs
- f. C C '^B'T /MCifRf Ct, U T / 0// WHEM MACHIN/NG OstT EPr MENC Te' "~'""'"""~"'*"" ~s M C :~ - E C .' ORifMinTION CF TH)* r/rff:. 4S 5" EYdt 4 / DEN T/f/CA TICM it <! F/7 C/d S FF 5 / *:f is C A & C .' L~ * ~
,,;'jt n n'a"~}" 's'g ",'l* c, n gi . ,.3, My
.5 .-f F a & i' % rs OF U,V DE R Tr* F/i , ,
J f *N vvnL su. unss.
- *'"5 }TE*e %'80 li DJMENS/CNS SMowM MRE F/N/ SHED DIMf//S/0Mr. """" S ~ ~ " '
A/iC HOR S T L) ', R CL'6 ti j
- TutL S/JE , ;,
- ft, M ACH/.VHA'. DE ~n/L 3 FOR l
~ ~ " ~ 7tn > 56;. , COMPACT
' ' ' ' ' " "~
TENSION .3PEOMENS ""
s f
e C-5360 3887 B-5359 0 5