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Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.conag.c9001472
EISBN: 978-1-62708-221-1
... Abstract Severe damage to the jib of a dragline excavator resulted from failure of the shaft which carried the derricking sheaves at the apex of the "A" frame. Failure occurred within the hub of the center sheave of the group of three at the right-hand end of the shaft. The shaft...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.conag.c9001432
EISBN: 978-1-62708-221-1
... Abstract During the pre-test inspection following the stress calculation check on a 7-ton capacity Scotch derrick crane, it was noted that threads on the back stay anchorage bolts were of unusually fine pitch (11 tpi) and that the machined faces of the nuts showed irregular pits or depressions...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.conag.c0048082
EISBN: 978-1-62708-221-1
... Abstract The horizontal cross-travel shaft on a derrick failed after two years of service. The shaft was required to be made of 4140 steel quenched to a hardness of 302 to 352 HRB. The shaft was found to have fractured approximately 13 mm from the change in section between the splined end...
Image
Published: 01 June 2019
Fig. 2 Fracture of derricking sheave shaft. More
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Published: 01 January 2002
Fig. 17 4140 steel cross-travel shaft that failed in service. (a) Broken end of the shaft from a derrick showing the star-type fracture that results from reversed torsional loading. (b) Transverse section through the spline showing cracks initiated at sharp corners at the roots of the spline More
Image
Published: 01 June 2019
Fig. 1 4140 steel cross-travel shaft that failed in service. (a) Broken end of the shaft from a derrick showing the star-type fracture that results from reversed torsional loading. (b) Transverse section through the spline showing cracks initiated at sharp corners at the roots of the spline More
Image
Published: 30 August 2021
Fig. 38 Grade 4140 steel cross-travel shaft that failed in service. (a) Broken end of the shaft from a derrick showing the star-type fracture that results from reversed torsional loading. (b) Transverse section through the spline showing cracks initiated at sharp corners at the roots More
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.conag.c9001414
EISBN: 978-1-62708-221-1
... Abstract The fracture of a clevis which formed part of the derricking gear of a large crane showed well developed conchoidal markings. These were associated with a principal origin on the outer surface at about the mid-width of the section. A number of secondary origins were apparent along...
Series: ASM Handbook Archive
Volume: 11
Publisher: ASM International
Published: 01 January 2002
DOI: 10.31399/asm.hb.v11.a0001811
EISBN: 978-1-62708-180-1
Series: ASM Handbook
Volume: 11A
Publisher: ASM International
Published: 30 August 2021
DOI: 10.31399/asm.hb.v11A.a0006830
EISBN: 978-1-62708-329-4