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Search Results for welded steel
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Published: 01 January 2002
Fig. 57 Upset butt welded steel wire showing typical acceptable burrs on the welds. Dimensions given in inches
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Published: 31 October 2011
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Published: 01 January 2000
Fig. 5 A welded steel plate, the near side of which shows the two narrow blocks suggested in Rosenthal and Norton's ( Ref 30 ) procedure. The far side shows several blocks sectioned to reveal the stresses parallel to the weld with a gradient transverse to the weld.
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Published: 09 June 2014
Fig. 22 Sketch of a split-return inductor for seam annealing straight welded steel tubes. Source: Ref 18
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in Guidance for the Use of Protective Coatings in Municipal Potable Water Systems
> Protective Organic Coatings
Published: 30 September 2015
Fig. 12 Welded steel water transmission main from the 1920s with riveted circumferential joints, coated inside and out with bituminous coating
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Published: 01 January 1996
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Published: 01 August 2018
Fig. 10 Flaws occurring in high-frequency-welded steel tube and pipe. (a) Lack of fusion, whole seam. (b) Lack of fusion, partial (mating fracture surfaces). ID, inside diameter; OD, outside diameter. (c) Entrapment, oxides. (d) Entrapment, black spot. (e) Prearc. (f) Porosity. (g) Cold weld
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Published: 01 August 2018
Fig. 11 Typical flaws in double submerged-arc-welded steel pipe. (a) Incomplete fusion. (b) Incomplete penetration. (c) Offset of plate edges. (d) Out-of-line weld beads (off-seam). (e) Porosity (gas pocket). (f) Slag inclusions. (g) Weld-area crack
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Published: 01 August 2018
Book Chapter
Series: ASM Handbook
Volume: 14B
Publisher: ASM International
Published: 01 January 2006
DOI: 10.31399/asm.hb.v14b.a0005129
EISBN: 978-1-62708-186-3
... Abstract This article briefly reviews the forming of steel tailor-welded blanks (TWB) with a discussion on the effects of welding on forming. It presents the parameters that are monitored to control the stamping operation for tailor-welded blanks. The article discusses weld factors...
Abstract
This article briefly reviews the forming of steel tailor-welded blanks (TWB) with a discussion on the effects of welding on forming. It presents the parameters that are monitored to control the stamping operation for tailor-welded blanks. The article discusses weld factors such as the orientation of weld relative to metal movement in dies, the formability of TWB materials, die and press considerations, and specific factors for the drawing, stretching, and bending of steel tailor-welded blanks.
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Published: 01 January 1997
Fig. 12 Cap-to-pipe weldment. Low-carbon steel welded to medium-carbon steel; low-carbon steel filler metal (EL12). Source: Ref 15 Joint type Joggled lap Weld type, original design Square-groove, with backing ring Weld type, improved design Modified single-V-groove
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Published: 01 January 1987
Fig. 103 Cold cracks in an RQC-90 steel plate welded with a high-hydrogen electrode. The sample was an implant specimen loaded to 193 MPa (28 ksi) during solidification. (a) Light micrograph showing cracking. Etched with nital. 80×. (b) SEM fractograph showing the intergranular nature
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Published: 01 January 1987
Fig. 105 Two examples of hot tears in the HAZ of gas-metal arc welded HY-80 steel. Note the crack associated with the manganese sulfide inclusion (b). Both etched with 1% nital. (a) 370×. (b) 740×. Courtesy of C.F. Meitzner, Bethlehem Steel Corporation
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Published: 01 January 2002
Fig. 11 Resistance-welded 4615 steel chain link that broke because of a weld defect. (a) A fracture surface of the chain link showing fatigue beach marks (arrow) progressing across the surface from the inside of the link. (b) Nital-etched longitudinal section through the link showing fracture
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Published: 01 January 2002
Fig. 35 Cracking of a welded ferritic stainless steel heat exchanger ( example 15 ). (a) Diagram showing the heat-exchanger weld joint design. (b) The transverse crack that occurred through the weld. 5.9×. (c) Metallographic profile of the weld near the cracking, showing melt-through, grain
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in X-Ray Diffraction Residual Stress Measurement in Failure Analysis
> Failure Analysis and Prevention
Published: 01 January 2002
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Published: 01 January 2002
Fig. 14 Welded stainless steel elbow assembly that, as originally designed, cracked at the root of the weld under cyclic loading. The improved design moved the weld out of the high-stress area. Dimensions given in inches
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Published: 01 January 2002
Fig. 44 Incomplete penetration in a butt welded joint in steel. Original plate thickness, 19 mm ( 3 4 in.). As-polished. 1.4×
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Published: 31 October 2011
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Published: 01 January 2003
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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