Excess weld metal also called cap height, overfill or reinforcement. This is weld metal lying outside the plane joining the weld toes. Note...
Excess weld metal also called cap height, overfill or reinforcement. This is weld metal lying outside the plane joining the weld toes. Note that the term 'reinforcement', although used extensively in the ASME/AWS specifications is avoided in Europe as it implies it adds strength to the welded joint, which is rarely the case.
Common causes
Fig.1. Excess weld metal
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Acceptance
The acceptability of this imperfection is very dependent on the application in which the product will be used. Most standards have a limit, related to material thickness (eg10%), but also have a maximum upper limit. Both the ratio and the maximum may be related to the severity of service that the component is expected to see. The following table gives examples taken from BS EN 25817.
Excess weld metal limits for quality levels: Severity of service Moderate, D Stringent, B Limit (up to maximum) h = 1mm + 0.25 b h = 1mm + 0.25 b Maximum 10 mm 3 mm Transition required smooth smooth Where: h = height of excess & b = width of bead (see figure)
An important reason for limiting the height of excess weld metal is that it represents a non-value added cost. However, it must be remembered that the height of the weld cap influences the resultant toe blend. A sharp transition causes a local stress concentration that can contribute to loss of strength, which is particularly important in fatigue situations. As a result, most specifications state that 'smooth transition is required'.
Avoidance
If the imperfection is a result of the welder technique then welder retraining is required. For mechanised techniques, an increase in travel speed or voltage will help to reduce cap-height.
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