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welded joints
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Book Chapter
Series: ASM Technical Books
Publisher: ASM International
Published: 01 November 2012
DOI: 10.31399/asm.tb.ffub.t53610263
EISBN: 978-1-62708-303-4
... Abstract This chapter discusses the fatigue behavior of bolted, riveted, and welded joints. It describes the relative strength of machined and rolled threads and the effect of thread design, preload, and clamping force on the fatigue strength of bolts made from different steels. It explains...
Abstract
This chapter discusses the fatigue behavior of bolted, riveted, and welded joints. It describes the relative strength of machined and rolled threads and the effect of thread design, preload, and clamping force on the fatigue strength of bolts made from different steels. It explains where fatigue failures are likely to occur in cold-driven rivet and friction joints, and why the fatigue strength of welded joints can be much lower than that of the parent metal, depending on weld shape, joint geometry, discontinuities, and residual stresses. The chapter also explains how to improve the fatigue life of welded joints and discusses the factors that can reduce the fracture toughness of weld metals.
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in Metallic Joints: Mechanically Fastened and Welded
> Fatigue and Fracture: Understanding the Basics
Published: 01 November 2012
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in Metallic Joints: Mechanically Fastened and Welded
> Fatigue and Fracture: Understanding the Basics
Published: 01 November 2012
Fig. 17 Geometry factors affecting fatigue in welded joints. (a) Effect of plate thickness. (b) Effect of attachment length. (c) Effect of misalignment. (d) Effect of weld profile. (e) Effect of weld toe angle. Source: Ref 17 . (f) Effect of weld toe radius. Source: Ref 16 , 17
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Published: 01 November 2011
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Published: 01 April 2004
Fig. 1.5 The strength of pressure-welded joints as a function of the deformation induced during the bonding process. Below the threshold deformation level, no joining occurs. With increasing deformation the joint strength also increases eventually up to that of the parent materials. Note
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Published: 01 July 1997
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Published: 01 July 1997
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Published: 01 July 1997
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Published: 01 July 1997
Fig. 29 Mean minus two standard deviation S-N curves for welded joints. See text for definitions of letter symbols.
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Published: 01 July 1997
Fig. 7 Relative fatigue behavior of welded joints and unwelded component (with and without stress concentrators)
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Published: 01 August 2005
Fig. 1.5 The strength of pressure-welded joints as a function of the deformation induced during the bonding process. No joining occurs below the threshold deformation level. With increasing deformation the joint strength also increases eventually up to that of the parent materials. Note
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Published: 01 August 1999
Fig. 11.2 Brazed and braze-welded joints. (a) 0.10% C (0.09C-0.005SI-0.41 Mn, wt%). Brazed using a gas torch and silver solder (49.6Ag-15.0Cu-18.1 Zn-17.3Cd) as a filler metal. Nital. 250×. (b) 0.1% C (0.09C-0.005Si-0.43Mn, wt%). Furnace brazed using copper filler metal. Nital. 250×. (c
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Series: ASM Technical Books
Publisher: ASM International
Published: 01 August 1999
DOI: 10.31399/asm.tb.caaa.t67870161
EISBN: 978-1-62708-299-0
..., of the Engineered Materials Handbook. Corrosion of Welded Joints Aluminum and its alloys can be joined by as many or more methods as any other metal. The primary welding methods used are the gas-shielded arc welding processes, that is, gas metal arc welding (GMAW) and gas tungsten arc welding (GTAW...
Abstract
This chapter describes the factors that affect the corrosion performance of aluminum assemblies joined by methods such as welding, brazing, soldering, and adhesive bonding. The factors covered include galvanic effects, crevices, and assembly stresses in products susceptible to stress-corrosion cracking.
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Published: 01 July 1997
Fig. 11 Results of axial fatigue tests of aluminum alloys as-welded butt joints in 3 8 in. plate. Source: Ref 16
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Published: 01 December 2015
Fig. 47 Microstructure of the second weld bead of a submerged-arc weld joint in 200 mm (3/4 in.) duplex stainless steel plate. The extremely fine austenite precipitate was formed as a result of reheating from the subsequent weld pass, which used an arc energy of 6 kJ/mm (150 kJ/in.). 1000
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Published: 01 December 2006
Fig. 15 Microstructure of the second weld bead of a submerged-arc weld joint in 200 mm (¾ in.) duplex stainless steel plate. The extremely fine austenite precipitate was formed as a result of reheating from the subsequent weld pass, which used an arc energy of 6 kJ/mm (150 kJ/in.). 1000
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Published: 01 December 2015
Fig. 19 Stainless steel nitrator cooling coil weld joint. Failure was caused by improper design of the backing ring, which was not consumed during welding and left a crevice. Source: Ref 8
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in Metallic Joints: Mechanically Fastened and Welded
> Fatigue and Fracture: Understanding the Basics
Published: 01 November 2012
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in Structural Steels and Steels for Pressure Vessels, Piping, and Boilers
> Metallography of Steels: Interpretation of Structure and the Effects of Processing
Published: 01 August 2018
Fig. 14.30 Higher magnification images of the regions of the welded joint presented in Fig. 14.29 . (a) Weld-deposited metal. Ferrite veins and acicular ferrite with carbides. (b) Coarse-grained region, close to the fusion line. Allotriomorphic ferrite in prior austenitic grain boundaries
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in Structural Steels and Steels for Pressure Vessels, Piping, and Boilers
> Metallography of Steels: Interpretation of Structure and the Effects of Processing
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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