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Welded steel
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in Conventional Heat Treatments—Usual Constituents and Their Formation
> Metallography of Steels<subtitle>Interpretation of Structure and the Effects of Processing</subtitle>
Published: 01 August 2018
Fig. 9.20 Martensite (a) in laths, in a laser-welded steel containing 0.13% C and (b) in plates (or twined) in laser welded steel containing 0.27% C. Courtesy G. Thewlis, reprinted with permission from Maney Publishing. Source: Ref 30
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Published: 01 April 2013
Fig. 1 Typical flaws in resistance welded steel tubing, (a) contact marks (electrode burns), (b) hook cracks (upturned fiber flaws), (c) weld area crack, (d) pinhole, (e) stitching. Views (c), (d), and (e) are mating fracture surfaces of welds. Source: Ref 1
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Published: 01 April 2013
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Published: 01 July 1997
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Published: 01 July 1997
Fig. 5 Upset butt welded steel wire showing typical acceptable burrs on the welds. Dimensions given in inches
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Published: 01 October 2011
Fig. 12.1 Welded stainless steel plate on the exterior of the Gateway Arch in St. Louis, Mo. Courtesy of Wikipedia
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in Structural Steels and Steels for Pressure Vessels, Piping, and Boilers
> Metallography of Steels<subtitle>Interpretation of Structure and the Effects of Processing</subtitle>
Published: 01 August 2018
Fig. 14.38 Macrograph transverse to a SAW welded joint of 20MnMoNi55 steel. In the base metal, dendritic segregation (see Chapter 8, “Solidification, Segregation, and Nonmetallic Inclusions,” in this book) is still visible. The segregation is aligned nearly perpendicular to the fusion line
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in Structural Steels and Steels for Pressure Vessels, Piping, and Boilers
> Metallography of Steels<subtitle>Interpretation of Structure and the Effects of Processing</subtitle>
Published: 01 August 2018
Fig. 14.39 Macrograph transverse to a SAW-NG welded joint of 20MnMoNi55 steel. In the base metal, dendritic segregation (see Chapter 8, “Solidification, Segregation, and Nonmetallic Inclusions,” in this book) is still visible. The segregation is aligned nearly parallel to the fusion line
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Published: 31 December 2020
Fig. 20 Effect of normalizing on resistance welded 1015 steel tube. (a) Transverse section with vertical band of the fusion zone and heat affected zone on each side. (b) Normalized tube wit weld zone at center. Light areas are ferrite, dark pearlite.
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Published: 01 December 1995
Fig. 11-14 Cast-weld peg roll. Identical steel castings can be welded in different positions to produce an entirely different looking single piece cast-weld construction.
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Published: 01 December 2006
Fig. 5 Thiosulfate pitting in the HAZ of a type 304 stainless steel welded pipe after paper machine white-water service. Source: Ref 4
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Published: 01 December 2006
Fig. 6 As-welded type 430 stainless steel saturator tank used in the manufacture of carbonated water that failed after 2 months of service. The tank was shielded metal arc welded using type E308 filler metal. Source: Ref 23
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Published: 01 December 2006
Fig. 6 Influence of heat input on corrosion of welded S31803 steel in ferric chloride. Source: Ref 3
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Published: 01 July 1997
Fig. 4 A failed flash-welded joint in a 300M steel arresting-hook stinger. Light-colored radial manganese sulfide inclusions are evident. 0.5x
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Published: 01 July 1997
Fig. 13 As-welded hardness data for two welds in a carbon-manganese grade steel. (a) Weld 1. (b) Weld 2. HAZ, heat-affected zone. Source: Ref 14
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Published: 01 December 2015
Fig. 17 Thiosulfate pitting in the HAZ of a type 304 stainless steel welded pipe after paper machine white-water service. Source: Ref 5
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Published: 01 December 2015
Fig. 36 As-welded type 430 stainless steel saturator tank used in the manufacture of carbonated water that failed after two months of service. The tank was shielded metal arc welded using type 308 stainless steel filler metal. Source: Ref 11
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Published: 01 August 1999
Fig. 11.12 Effects of heat treatment after explosive welding steel to steel (0.15% C). Same weld as illustrated in Fig. 11.11 except for post-welding heat treatment. (a) and (b) Heated at 650 °C for 30 min. (a) 1% nital. 100×. (b) 1% nital. 1000×. (c) and (d) Heated at 925 °C
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Series: ASM Technical Books
Publisher: ASM International
Published: 01 September 2008
DOI: 10.31399/asm.tb.fahtsc.t51130503
EISBN: 978-1-62708-284-6
... Abstract Failure analysis of steel welds may be divided into three categories. They include failures due to design deficiencies, weld-related defects usually found during inspection, and failures in field service. This chapter emphasizes the failures due to various discontinuities in the steel...
Abstract
Failure analysis of steel welds may be divided into three categories. They include failures due to design deficiencies, weld-related defects usually found during inspection, and failures in field service. This chapter emphasizes the failures due to various discontinuities in the steel weldment. These include poor workmanship, a variety of hydrogen-assisted cracking failures, stress-corrosion cracking, fatigue, and solidification cracking in steel welds. Hydrogen-assisted cracking can appear in four common forms, namely underbead or delayed cracking, weld metal fisheyes, ferrite vein cracking, and hydrogen-assisted reduced ductility.
Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 July 1997
DOI: 10.31399/asm.tb.wip.t65930217
EISBN: 978-1-62708-359-1
... Abstract This article reviews the fundamental and specific factors that control the properties of steel weldments in both the weld metal and heat-affected zone (HAZ). The influence of welding processes, welding consumables, and welding parameters on the weldment properties is emphasized...
Abstract
This article reviews the fundamental and specific factors that control the properties of steel weldments in both the weld metal and heat-affected zone (HAZ). The influence of welding processes, welding consumables, and welding parameters on the weldment properties is emphasized. The service properties of weldments in corrosive environments are considered and subjected to cyclic loading. The article summarizes the effects of major alloying elements in carbon and low-alloy steels on HAZ microstructure and toughness. It discusses the processes involved in controlling toughness in the HAZ and the selection of the proper filler metal. The article provides a comparison between single-pass and multipass welding and describes the effect of welding procedures on weldment properties and the effects of residual stresses on the service behavior of welded structures. It also describes the fatigue strength and fracture toughness of welded structures. The article reviews various types of corrosion of weldments.
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