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Steel bolt

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Series: ASM Failure Analysis Case Histories
Volume: 1
Publisher: ASM International
Published: 01 December 1992
DOI: 10.31399/asm.fach.v01.c9001093
EISBN: 978-1-62708-214-3
... Abstract A heat-treated, cadmium-plated AISI 8740 steel bolt broke through the head-to-shank fillet while being handled during assembly. Fractographic and metallographic examination of the bolt traced the cause of failure to quench cracking, which occurred when the part was water cooled...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.matlhand.c0046388
EISBN: 978-1-62708-224-2
... Abstract The bolt in a bolt and thimble assembly used to connect a wire rope to a crane hanger bracket was worn excessively. Two worn bolts, one new bolt, and a new thimble were examined. Specifications required the bolts to be made of 4140 steel heat treated to a hardness of 277 to 321 HRB...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.mech.c0048626
EISBN: 978-1-62708-225-9
... Abstract Cadmium-plated high-strength steel bolts were used to facilitate quick disassembly of a vehicle. One bolt was found fractured across the root of a thread after being torqued in place for one week. The bolts were made of 8735 steel heat treated to a tensile strength of 1241 to 1379 MPa...
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Published: 01 June 2019
Fig. 2 Section of type 410 stainless steel bolt. The bolt failed after 3 months of service in a flooded manhole. 180× More
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Published: 01 January 2002
Fig. 23 Fatigue fracture of a steel bolt. Interpretation of the surface indicates that loading was primarily by unidirectional bending. However, secondary origins (C and D) indicate the possibility that a small reversed bending or backlash may have been present. Many closely spaced origins More
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Published: 01 December 2019
Fig6 Typical microstructure for the failed austenitic stainless steel bolt. Magnification: 200× More
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Published: 15 January 2021
Fig. 32 Fatigue fracture of a steel bolt. Interpretation of the surface indicates that loading was primarily by unidirectional bending. However, secondary origins (C and D) indicate the possibility that a small reversed bending or backlash may have been present. Many closely spaced origins More
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Published: 15 January 2021
Fig. 4 Stainless steel bolt before and after tensile test, just before final failure More
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Published: 15 January 2021
Fig. 8 (a) Beach marks on a steel bolt. (b) Smooth fatigue portion of fracture profile in a metallographic mount of a steel fastener. Nital etch. (c) Scanning electron microscope image showing fatigue striations More
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Published: 01 June 2019
Fig. 1 Failure of a structural steel bolt in the rail assembly of an overhead crane. (a) Illustration of the crane rails and attendant support beams. (b) Shank portion of the failed bolt. (c) Fracture surface of the bolt showing evidence of reversed-bending fatigue More
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Published: 01 June 2019
Fig. 4 Section of type 410 stainless steel bolt. Quenched from 1010 °C (1850 °F), then tempered at 425 °C (800 °F) for 1 h. Bolt (cathode) broke under a torque of 70 N · m (600 in. · lb) after being hydrogen charged in 5% H 2 SO 4 solution. 185× More
Series: ASM Failure Analysis Case Histories
Volume: 2
Publisher: ASM International
Published: 01 December 1993
DOI: 10.31399/asm.fach.v02.c9001384
EISBN: 978-1-62708-215-0
... ). Metallography The microstructure of the bolt consisted of fine, uniform tempered martensite, which is normal for a 4340 steel heat treated to an ultimate tensile strength of 1520 MPa (220 ksi). Evidence of hydrogen-induced stepwise cracking was observed along the fracture surface and at the thread roots...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.aero.c9001910
EISBN: 978-1-62708-217-4
... Abstract Breech bolt assemblies from the Gatling guns used on fighter aircraft failed during firing tests. Metallography of the failed components revealed considerable decarburization which resulted in a loss of surface hardness. It was also determined that the maraging steel components were...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.mech.c0048607
EISBN: 978-1-62708-225-9
... Abstract Stainless steel bolts broke after short-term exposure in boiler feed-pump applications. Specifications required that the bolts be made of a 12% Cr high-strength steel with a composition conforming to that of AISI type 410 stainless steel. Several bolts from three different...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.mech.c9001727
EISBN: 978-1-62708-225-9
... Abstract Several stainless steel bolts used on a Titan Space Launch Vehicle broke at the shank and failure was attributed to stress-corrosion cracking. But results could not be duplicated in the laboratory with salt-solution immersion tests until the real culprit was established: the secondary...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.mech.c0001667
EISBN: 978-1-62708-225-9
... Abstract Hydrogen-assisted stress-corrosion cracking failure occurred in four AISI 4137 chromium molybdenum steel bolts having a hardness of 42 HRC. The normal service temperature (400 deg C, or 750 deg F) was too high for hydrogen embrittlement but, the bolts were subjected also to extended...
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Published: 01 January 2002
Fig. 9 Microstructures of stainless steel bolts that failed from SCC. (a) Branched intergranular cracking in a type 410 stainless steel bolt from lot 1 (see Example 4 ). Etched with picral plus HCl. 250×. (b) Microstructure of a type 416 stainless steel bolt typical of those in lots 2 and 3 More
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Published: 30 August 2021
Fig. 9 Microstructures of stainless steel bolts that failed from stress-corrosion cracking. (a) Branched intergranular cracking in a type 410 stainless steel bolt from lot 1 (see Example 4). Etched with picral plus HCl. Original magnification: 250×. (b) Microstructure of a type 416 stainless More
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Published: 01 June 2019
Fig. 1 4137 steel bolts (hardness: 42 HRC) that failed by hydrogen-assisted SCC caused by acidic chlorides from a leaking polymer solution. (a) Overall view of failed bolts. (b) Longitudinal section through one of the failed bolts in (a) showing multiple, branched hydrogen-assisted stress More
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Published: 01 June 2019
Fig. 1 Field failures of type 410 stainless steel bolts More