Comprehensive Materials Processing 2014
DOI: 10.1016/b978-0-08-096532-1.00605-1
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Welding Defects and Implications on Welded Assemblies

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Cited by 18 publications
(10 citation statements)
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“…The It also shows the porosity defects in the joint results using currents of 100 A and 120 A and this is following the results of the previous radiographic tests. This porosity is caused by the diffusion of hydrogen during the welding process [25], According toAWS D 1.2, [26] the greatest number of defects must not exceed 2 mm, as long as 25 mm must not exceed 10 mm. 4.…”
Section: Analysis Of Defects and Macrostructuresmentioning
confidence: 99%
“…The It also shows the porosity defects in the joint results using currents of 100 A and 120 A and this is following the results of the previous radiographic tests. This porosity is caused by the diffusion of hydrogen during the welding process [25], According toAWS D 1.2, [26] the greatest number of defects must not exceed 2 mm, as long as 25 mm must not exceed 10 mm. 4.…”
Section: Analysis Of Defects and Macrostructuresmentioning
confidence: 99%
“…Non-Destructive Testing (NDT) techniques have gained the interest of researchers due to their ability of detecting welding defects [ 11 ]. Despite traditional inspection techniques, the quality of additively manufactured or welded components can be evaluated cost efficiently and in real time using NDT methods so that the examined workpiece is not harmed [ 11 , 12 , 13 , 14 ]. Several NDT techniques are currently available, however, most of them are not applicable for real-time and automatic process monitoring for weld defect inspection in WAAM and fusion welding [ 9 ].…”
Section: Introductionmentioning
confidence: 99%
“…The depth of removed material should also be inspected with a suitable gauge. Depth scratches parallel to the length of the weld should not be accepted by the inspector and a smooth transition between the weld and the metallic base is expected [80,83,209].…”
Section: Grinding Methodsmentioning
confidence: 99%
“…Fatigue cracking in these cases often starts from micro-cracks around the holes, resulting from the operation of drilling or prompted by corrosion development. The typical causes for fatigue failure in bolted/riveted structures are [80][81][82][83] Welded joints are generally critical due to their susceptibility to stress concentration and residual stresses. Discontinuities linked to the execution of welding, particularly induced defects and heterogeneities in the microstructure.…”
mentioning
confidence: 99%
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