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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...
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...
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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 More
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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. More
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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 More
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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. More
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...
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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) More
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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) More
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...
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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 More
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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 More
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Published: 01 January 2002
Fig. 11 Typical loading on a straight beam More
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Published: 01 January 2002
Fig. 12 Definitions of distances for a curved beam More
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Published: 01 January 2002
Fig. 13 Different ways of loading a curved beam More
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Published: 01 January 2002
Fig. 18 Example of a round beam with multiple loading More
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Published: 01 January 2002
Fig. 8 Simulation of beam spreading of 20 keV electrons in zinc More
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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 More
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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 More
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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× More