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Book Chapter

By G.R. Edwards
Series: ASM Handbook
Volume: 6
Publisher: ASM International
Published: 01 January 1993
DOI: 10.31399/asm.hb.v06.a0001473
EISBN: 978-1-62708-173-3
... selection for respective applications. eddy current testing inspection magnetic-particle testing nondestructive test methods penetrant testing radiographic testing ultrasonic testing welded joints WELDED JOINTS in any component or structure require thorough inspection. The role...
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Published: 01 January 1993
Fig. 15 Charpy V-notch data for weld joints of EB welded alloy Fe-0.2C-12Cr-1Mo plates, compared with impact data for submerged arc welded joint using a filler metal similar to Fe-0.2C-12Cr-1Mo. Conditions: tempered at 740 °C (1365 °F) and tempered plus aged at 550 °C (1020 °F) for 5000 h More
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Published: 01 June 2024
Fig. 8 Optical micrographs of tensile-tested AA2219-AA5083 weld joints at different locations, tested at room temperature (300 K), 77 K, and 20 K. The location of failure in all three cases is on the AA2219 side of the weld bead. The left side of the image shows the fracture edge corresponding More
Book Chapter

By William Mohr
Series: ASM Handbook
Volume: 8
Publisher: ASM International
Published: 01 January 2000
DOI: 10.31399/asm.hb.v08.a0003325
EISBN: 978-1-62708-176-4
... sectioning x-ray diffraction neutron diffraction Barkhausen noise analysis ultrasonic propagation analysis impact toughness mechanical testing nondestructive techniques residual stress shear testing tensile strength weldability testing welded joints IN WELDED STRUCTURES, the welds typically...
Series: ASM Handbook
Volume: 6A
Publisher: ASM International
Published: 31 October 2011
DOI: 10.31399/asm.hb.v06a.a0005628
EISBN: 978-1-62708-174-0
... mechanical test imperfection manual testing metallographic examination nondestructive evaluation process signal quality control quasi-static mechanical test resistance welds resistance-welded joints spot welds ultrasonic evaluation weld quality weld-quality monitoring EVALUATING THE QUALITY...
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Published: 01 January 2003
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 More
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Published: 01 January 1993
Fig. 4 Upset plug weld for canister closure. (a) Design of weld joint. (b) Metallographic section showing solid-state weld More
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Published: 01 January 2002
Fig. 12 Examples of stress concentrations in welded joints More
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Published: 01 January 2002
Fig. 2 Schematic of defects and discontinuities in welded joints More
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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× More
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Published: 31 October 2011
Fig. 8 Metallographic cross section of an inertia-drive friction welding joint between vanadium and a 21-6-9 stainless steel. Note the excellent weld quality at the interface. (a) Weld interface with no σ-phase growth. (b) Weld interface with σ-phase growth (indicated by “S”) and a solid More
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Published: 01 August 2013
Fig. 19 Microstructures of 1.6 mm (0.06 in.) Q&P 980 laser-welded joint. (a) Base material. (b) Fine-grained heat-affected zone (HAZ). (c) Weld seam. (d) Coarse-grained HAZ More
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Published: 01 December 2004
Fig. 6 Scanning electron micrograph of the beam-welding joint of a Ti-24Al-17Nb alloy, showing metastable (ordered) β phase microstructure ( B 2). Source: Ref 4 More
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Published: 01 January 2003
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 More
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Published: 30 August 2021
Fig. 3 Schematic of defects and discontinuities in welded joints More
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Published: 30 August 2021
Fig. 39 Fracture weld joint on alloy 7075 collar side of the swing arm structure More
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Published: 01 January 1993
Fig. 7 Relative fatigue behavior of welded joints and unwelded component (with and without stress concentrators) More
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Published: 15 January 2021
Fig. 3 S - N curve for cruciform metal-active-gas-welded joints (structural steel S355, ASTM A572 grade 5). LCF, low-cycle fatigue; HCF, high-cycle fatigue; P F , probability of failure More
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Published: 30 November 2018
Fig. 1 Some recommended welded joint configurations for compression, shear, and tension loading More
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Published: 01 January 1993
Fig. 39 Dilution in a dissimilar-metal welded joint. Source: Ref 33 More