Overview
ABSTRACT
Among the great geometrical variety of welded assemblies, the designer must select a welded joint that offers the best technical and economic trade-off. Various factors must be considered, such as potential failure modes according to the load cases, manufacturing conditions, and mandatory non-destructive testing. This article analyses the elastic behavior characteristics of the welded assemblies submitted to astatic loading to exhibit the points that are sensitive under variable loading. The second part describes the plastic adaptability phenomenon offered by most metals and metallic alloys, and shows how this can be gainfully exploited in welded structures.
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Read the articleAUTHOR
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Alain MICHEL: CNAM and ESSA engineer - Expert, lecturer, retired - Institut de soudure industrie, Villepinte, France - École supérieure du soudage et de ses applications, Yutz, France
INTRODUCTION
When two structural elements of a given shape are joined by welding or brazing, the designer must naturally consider which type of welded joint is most appropriate to the situation. From a technical point of view, the choice is, in principle, conditioned by knowledge of various factors, including :
forces in transit or, more precisely, the shape of isostatic lines relative to a given loading ;
any local structural changes in the material;
the inevitable residual stresses and geometric imperfections resulting from the welding operation.
After a first article on Welded mechanical parts – Reminders and definitions
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KEYWORDS
welding | brazing | Elastic behaviour of welded and brazed joints
Welded mechanical parts
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