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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...
Abstract
This article describes the applications, methods, and limitations of five principal nondestructive test methods, namely, penetrant testing, magnetic-particle testing, eddy current testing, radiographic testing, and ultrasonic testing. The article also provides guidance for the method selection for respective applications.
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Charpy V-notch data for weld joints of EB welded alloy Fe-0.2C-12Cr-1Mo pla...
Available to PurchasePublished: 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
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Optical micrographs of tensile-tested AA2219-AA5083 weld joints at differen...
Available to PurchasePublished: 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
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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...
Abstract
This article discusses the standard test methods that can be applied to many types of welds: tension, bending, impact, and toughness testing. It provides information on four qualification stages, namely, the weld material qualification, base material qualification, the weld procedure qualification, and the weld service assessment. The article describes two general types of measurements for residual stress in welds: locally destructive techniques and nondestructive techniques. Locally destructive techniques include hole drilling, chip machining, and block sectioning. Nondestructive techniques include X-ray diffraction, neutron diffraction, Barkhausen noise analysis, and ultrasonic propagation analysis. The article concludes with an overview of weldability testing.
Book Chapter
Evaluation and Quality Control of Resistance-Welded Joints
Available to PurchaseSeries: 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...
Abstract
This article presents the structural attributes and internal characteristics of spot welds as well as the commonly inspected imperfections in resistance welds. It describes the industrial requirements for weld quality. Commonly performed destructive evaluations, namely, manual testing, quasi-static mechanical tests, dynamic mechanical tests, and metallographic examination, are reviewed. The article reviews weld-quality monitoring using various process signals and provides a discussion on the on-line and off-line nondestructive evaluation methods of spot weld quality.
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Microstructure of the second weld bead of a submerged-arc weld joint in 200...
Available to PurchasePublished: 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
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Upset plug weld for canister closure. (a) Design of weld joint. (b) Metallo...
Available to PurchasePublished: 01 January 1993
Fig. 4 Upset plug weld for canister closure. (a) Design of weld joint. (b) Metallographic section showing solid-state weld
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Published: 01 January 2002
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Published: 01 January 2002
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Incomplete penetration in a butt welded joint in steel. Original plate thic...
Available to PurchasePublished: 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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Metallographic cross section of an inertia-drive friction welding joint bet...
Available to PurchasePublished: 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
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Microstructures of 1.6 mm (0.06 in.) Q&P 980 laser-welded joint. (a) Ba...
Available to PurchasePublished: 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
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Scanning electron micrograph of the beam-welding joint of a Ti-24Al-17Nb al...
Available to PurchasePublished: 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
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Stainless steel nitrator cooling coil weld joint. Failure was caused by imp...
Available to PurchasePublished: 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
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Published: 30 August 2021
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Published: 30 August 2021
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Relative fatigue behavior of welded joints and unwelded component (with and...
Available to PurchasePublished: 01 January 1993
Fig. 7 Relative fatigue behavior of welded joints and unwelded component (with and without stress concentrators)
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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
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Some recommended welded joint configurations for compression, shear, and te...
Available to PurchasePublished: 30 November 2018
Fig. 1 Some recommended welded joint configurations for compression, shear, and tension loading
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Published: 01 January 1993
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