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Book Chapter
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.auto.c0089572
EISBN: 978-1-62708-218-1
... Abstract Two sand-cast low-alloy steel equalizer beams (ASTM A 148, grade 105-85) designed to distribute the load to the axles of a highway truck broke after an unreported length of service. Normal service life would have been about 805,000 km (500,000 mi) of truck operation. Investigation...
Abstract
Two sand-cast low-alloy steel equalizer beams (ASTM A 148, grade 105-85) designed to distribute the load to the axles of a highway truck broke after an unreported length of service. Normal service life would have been about 805,000 km (500,000 mi) of truck operation. Investigation (visual inspection, chemical analysis, tensile testing, unetched 65x and 1% nital etched 65x magnification) supported the conclusions that the steel was too soft for the application – probably due to improper heat treatment. Fracture of the equalizer beams resulted from growth of mechanical cracks that were formed before the castings were heat treated. Recommendations included the following changes in processing: better gating and risering in the foundry to achieve sounder castings; better shakeout practice to avoid mechanical damage; better inspection to detect imperfections; and normalizing and tempering to achieve better mechanical properties.
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.power.c0091659
EISBN: 978-1-62708-229-7
... Abstract Jet pumps, which have no moving parts, provide a continuous circulation path for a major portion of the core coolant flow in a boiling water reactor. Part of the pump is held in place by a beam-and-bolt assembly, wherein the beam is preloaded by the bolt. The Alloy X-750 beams had been...
Abstract
Jet pumps, which have no moving parts, provide a continuous circulation path for a major portion of the core coolant flow in a boiling water reactor. Part of the pump is held in place by a beam-and-bolt assembly, wherein the beam is preloaded by the bolt. The Alloy X-750 beams had been heat treated by heating at 885 deg C (1625 deg F) for 24 h and aging at 705 deg C (1300 deg F) for 20 h. Jet pump beams were found to have failed in two nuclear reactors, and other beams were found to be cracked. Investigation (visual inspection, metallurgical examination, tension testing, and simulated service testing in oxygenated water) supported the conclusion that intergranular SCC under sustained bending loading was responsible for the failure. The location of the cracking was consistent with the results of stress analysis of the part. Recommendations included either replacing the beams, reheat treatment, or preload reduction.
Image
Published: 01 January 2002
Fig. 4 Relation of distortion ratio to stress ratio for two steel cantilever beams of rectangular cross section. Distortion ratio is permanent deflection, measured at a distance from the support ten times the beam thickness, divided by beam thickness. Stress ratio is maximum stress, calculated
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in An Analysis of Six Fatigue Failures in Cranes
> ASM Failure Analysis Case Histories: Material Handling Equipment
Published: 01 June 2019
Fig. 4 A: Crane ran on rails supported by I-beams. B: Appearance of I-beam crack. C: Evidence of fatigue striations.
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Image
Published: 15 January 2021
Fig. 4 Relation of distortion ratio to stress ratio for two steel cantilever beams of rectangular cross section. Distortion ratio is permanent deflection, measured at a distance from the support ten times the beam thickness, divided by beam thickness. Stress ratio is maximum stress, calculated
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Image
in Failure Analysis of Welded Structures
> Analysis and Prevention of Component and Equipment Failures
Published: 30 August 2021
Fig. 6 (a) to (e) The same lug is attached to five different beams, all with different stress distributions along the length of the weld. If the failure analyst is given only the lug as shown in (f) with no knowledge of how it was attached to the beam, a proper analysis will be impossible.
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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.c9001112
EISBN: 978-1-62708-214-3
... Abstract An I-beam of IS-226 specification—I-section dimensions of 450 x l50 x 10 mm (17.7 x 5.9 x 0.4 in.) and a length of 12.41 m (40.7ft)—was flame cut into two section in an open yard near these a coast under normal weather conditions. After approximately 112h, the shorter section of he I...
Abstract
An I-beam of IS-226 specification—I-section dimensions of 450 x l50 x 10 mm (17.7 x 5.9 x 0.4 in.) and a length of 12.41 m (40.7ft)—was flame cut into two section in an open yard near these a coast under normal weather conditions. After approximately 112h, the shorter section of he I-beam split catastrophically along the entire length through the web. Detailed investigation revealed segregation of high levels of carbon, sulfur and phosphorus in the middle of the web and high residual stresses attributed to rolling during fabrication. Flame cutting caused a change in the distribution of the residual stresses, which, aided by low fracture toughness due to the poor quality of the beam, resulted in failure. It was recommended that segregation be avoided in cast ingots used for I-beam manufacture by implementing a better quality-control procedure.
Image
Published: 01 January 2002
Fig. 2 Simple cantilever beam analysis. (a) Classical beam theory showing key elements (top left) and stress and deflection (top right). (b) Finite element analysis (FEA) cantilever beam elements (bottom left) with FEA cantilever beam results (bottom right)
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Image
Published: 15 January 2021
Fig. 2 Simple cantilever beam analysis. (a) Classical beam theory showing key elements (top left) and stress and deflection (top right). (b) Finite-element analysis (FEA) cantilever beam elements (bottom left) with FEA cantilever beam results (bottom right)
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Book Chapter
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.mech.c0047710
EISBN: 978-1-62708-225-9
... Abstract A 9310 steel gear was found to be defective after a period of engine service. A linear crack approximately was discovered by routine magnetic-particle inspection of an electron beam welded joint that attached a hollow stub shaft to the web of the gear. The welding procedure had...
Abstract
A 9310 steel gear was found to be defective after a period of engine service. A linear crack approximately was discovered by routine magnetic-particle inspection of an electron beam welded joint that attached a hollow stub shaft to the web of the gear. The welding procedure had a cosmetic weld pass on top of the initial full-penetration weld. There were no other known service failures of gears were welded by this method. One zone of the welded joint showed incomplete fusion, surrounded by two zones containing fatigue beach marks This indicated that the incomplete-fusion zone was the site at which primary fracture originated. The possible causes of incomplete-fusion include localized magnetic deflection of the electron beam, a momentary arc-out of the electron beam, and eccentricity in the small weld diam. The failure was attributed to fatigue originating at the local unfused interface of the electron beam weld, which had been the result of a deviation in the welding procedure. Examination of the possible causes of failure gave no evidence that a recurrence of the defect had ever occurred. Thus, there was no basis on which to recommend a change in design, material, or welding procedure.
Image
Published: 01 January 2002
Fig. 1 Common types of finite elements used in modeling with examples. (a) Beam spar elements used to construct, for example, a beam element model. (b) Two-dimensional solid-model element with example. (c) Two-dimensional axisymmetric solid-model element with example. (d) Three-dimensional
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Published: 01 January 2002
Fig. 9 SEM image showing carbon residue buildup from the electron beam scan area in the SEM
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Published: 01 January 2002
Fig. 8 Simulation of beam spreading of 20 keV electrons in zinc
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Image
Published: 01 January 2002
Fig. 20 Highway-truck equalizer beam, sand cast from low-alloy steel, that fractured because of mechanical cracking. (a) Fracture surface; detail A shows increments (regions B, C, D, and E) in which crack propagation occurred sequentially. Dimensions given in inches. (b) Micrograph
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Published: 01 January 2002
Fig. 64 Energy-dispersive x-ray spectra (windowless detector, 20kV electron beam) for (a) hot tear zone and (b) overload fracture zone
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Published: 01 January 2002
Fig. 58 Gas porosity in electron beam welds of low-carbon steel and titanium alloy. (a) Gas porosity in a weld in rimmed AISI 1010 steel. Etched with 5% nital. 30×. (b) Massive voids in weld centerline of 50 mm (2 in.) thick titanium alloy Ti-6Al-4V. 1.2×
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