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Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.9781627082198
EISBN: 978-1-62708-219-8
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Published: 01 June 2019
Fig. 28 Scale build up and minor attack at flash welded joint More
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Published: 01 June 2019
Fig. 1 Seismic modifications to the turbine building main columns. More
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Published: 01 June 2019
Fig. 6 Corrosion product build-up on a blue plastic header (a), degraded plastic and corroded Au bridgewire (b) after two years at 74 C. The corrosion produce on the solder is Au + In (OH) 2 Cl (c). The corroded bridgewire is shown in a stereo pair at the lower right (d). More
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Published: 01 June 2019
Fig. 1 Aerial view of building showing one section of roof collapsed. More
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Published: 01 June 2019
Fig. 2 View of roof collapse from inside the building. More
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Published: 15 January 2021
Fig. 10 Reduced flow in a “dead leg” enabled extensive black deposits to build up, as observed through an open flange in refinery piping. More
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Published: 15 May 2022
Fig. 53 Inside build chamber of a Stratasys fused deposition modeling machine More
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Published: 15 May 2022
Fig. 34 Correlation of the dynamic moduli build with structure during room-temperature curing. (a) Dotted lines are loss moduli, and solid lines are storage moduli. Source: Ref 76 . (b) Source: Ref 75 More
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Published: 30 August 2021
Fig. 5 Metal panel damage on building. The arrow indicates an area of damaged metal panel on the side facing the blast. More
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Published: 30 August 2021
Fig. 10 Microstructure of laser powder-bed fusion build showing distinct nonisotropic weld patterns More
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.conag.c9001431
EISBN: 978-1-62708-221-1
... Abstract The sudden collapse of a tower crane on a building site resulted in severe injuries to the driver. Failure took place at the upper portion of the foundation or lowermost section. The mast sections were constructed from four main corner angles welded to end frames also made from angle...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.power.c9001661
EISBN: 978-1-62708-229-7
... Abstract An evaluation of indications in the main turbine building column horizontal plate welds was conducted by the joint efforts of field metallography and nondestructive examinations. The turbine building main column horizontal plate welds were selected at random and were inspected to find...
Series: ASM Failure Analysis Case Histories
Volume: 1
Publisher: ASM International
Published: 01 December 1992
DOI: 10.31399/asm.fach.v01.c9001113
EISBN: 978-1-62708-214-3
... Abstract Six cracked A36 steel gusset plates that formed part of the roof trusses of a large manufacturing facility were discovered during a routine final inspection of a new building construction. Two different-size plates from different locations in the building were removed and tested...
Series: ASM Failure Analysis Case Histories
Volume: 1
Publisher: ASM International
Published: 01 December 1992
DOI: 10.31399/asm.fach.v01.c9001132
EISBN: 978-1-62708-214-3
... Abstract A sprinkler head unit that was installed in a smoking lounge of a multi story office building in 1975 failed, causing substantial water damage. There was no fire in the building. A set of four sprinkler heads -- three that had been installed in 1975 (the failed unit, an unfailed unit...
Series: ASM Handbook
Volume: 11B
Publisher: ASM International
Published: 15 May 2022
DOI: 10.31399/asm.hb.v11B.a0006939
EISBN: 978-1-62708-395-9
... Abstract Polymer materials are key building blocks of the modern world, commonly used in packaging, automobiles, building materials, electronics, telecommunications, and many other industries. These commercial applications of polymeric materials would not be possible without the use...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.chem.c9001454
EISBN: 978-1-62708-220-4
... was able to accumulate and build up pressure. Had the material been free from discontinuities of appreciable size, the blistering would not have occurred. Blistering Corrosion environments Storage tanks Low-carbon steel Hydrogen damage and embrittlement Examination of the interior...
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...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.c9001204
EISBN: 978-1-62708-219-8
... Abstract Two bolts from the stressed structure of a church building that had broken during stressing were examined to establish the cause of fracture. The fracture of one of the first bolt occurred in a double-vee groove weld whose root was not completely welded. The second bolt had cracked...
Series: ASM Failure Analysis Case Histories
Publisher: ASM International
Published: 01 June 2019
DOI: 10.31399/asm.fach.bldgs.c9001653
EISBN: 978-1-62708-219-8
... Abstract After six years of service, three water shut-off valves on a copper water line in a residential building were found to be inoperative. Macroscopic examination of the valves after disassembly revealed that all three failed at the key that holds the spindle in the gate. In addition...