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Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.conag.9781627082211
EISBN: 978-1-62708-221-1
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.design.c9001223
EISBN: 978-1-62708-233-4
... Abstract The corner of a welded sheet construction made from austenitic corrosion-resistant chromium-nickel steel showed corrosive attack of the outer sheet. This attack was most severe at the points subjected to the greatest heat during welding. Particularly large amounts of weld metal had...
Series: ASM Failure Analysis Case Histories
Volume: 1
Publisher: ASM International
Published: 01 December 1992
DOI: 10.31399/asm.fach.v01.c9001100
EISBN: 978-1-62708-214-3
... embrittlement. Chemical processing equipment Installing ASTM A36 Brittle fracture Background Galvanized A36 steel anchor bolts fabricated by cold bending failed during installation in a chemical plant construction project. Applications Galvanized steel anchor bolts are commonly used...
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Published: 01 June 2019
Fig. 2 Section through nut showing method of construction. More
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Published: 01 June 2019
Fig. 1 Construction of Strands to Form the Non-rotating Rope. The middle strands and outside strands are laid in opposite directions to produce the rotation resistant properties. More
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Published: 01 June 2019
Fig. 2 Cross-sectional View of the Rope Construction Illustrating the Location of the Characteristic Wear Patterns. More
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Published: 01 June 2019
Fig. 1 Construction in locality of failure More
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Published: 01 June 2019
Fig. 1 Etched section through special eyebolt showing method of construction. (×1). More
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Published: 01 June 2019
Fig. 2 Modified form of construction. More
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Published: 01 January 2002
Fig. 4 Cross sections of typical locked-coil track strand wire rope construction. More
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Published: 01 January 2002
Fig. 20 Fault tree analysis. (a) Symbols. (b) Typical fault tree construction. Source: Ref 46 More
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Published: 01 December 1993
Fig. 1 Chip detail schematic, indicating chip construction as having both a top and bottom termination. Actual construction and sales literature indicated only a top land termination. The edge termination has a wraparound configuration. Dimensions given in inches More
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Published: 01 December 1993
Fig. 2 Construction of the cross-tee, showing the 2-in. Schedule 80 pipe (A), joined to the 3-in. Schedule 80 pipe (C-D) by a reduction socket (E). The remaining arm of the cross (B) was a flanged nipple welded to the 3-in. pipe. The rupture is at the toe of the weld between the 3-in. pipe More
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Published: 01 December 1992
Fig. 1 Construction behind broken glass spandrel panel. More
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Published: 15 May 2022
Fig. 1 Typical J-R curve with construction blunting line and exclusion lines according to ASTM E1820. Adapted from Ref 28 More
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Published: 15 May 2022
Fig. 20 Micrograph showing the pump housing construction. Cracking was evident within the bosses adjacent to the steel plate. More
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Published: 15 May 2022
Fig. 1 Vintage 1950s television constructed from plywood, steel, and a phenolic bezel. Courtesy of dtopal/Shutterstock. Royalty-free stock photo ID: 8554489 More
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.c9001646
EISBN: 978-1-62708-219-8
... Abstract Locked coil wire ropes, by virtue of their unique design and construction, have specialized applications in aerial ropeways, mine hoist installations, suspension bridge cables, and so forth. In such specialty ropes, the outer layer is constructed of Z-profile wires that provide...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.petrol.c0047537
EISBN: 978-1-62708-228-0
... Abstract During the construction of a large-diam pipeline, several girth welds had to be cut out as a result of radiographic interpretation. The pipeline was constructed of 910 mm (36 in.) diam x 13 mm (0.5 in.) wall thickness grade X448 (x65) line pipe. The girth welds were fabricated using...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.c9001151
EISBN: 978-1-62708-219-8
... Abstract A portion of the roof of a single story building collapsed during a thunder storm. A failure analysis was conducted to determine whether this structural failure was due to improper design, substandard construction materials, faulty erection, or extreme weather conditions. The failure...