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Author(s):	Saal, Helmut; Gitter, Reinhold
Title:
Abstract:	Es werden Grundwerkstoff-Schweißzusatzkombinationen verglichen, die in beiden Normen geregelt sind. Als Verbindungen werden Stumpfnähte und einseitige, gleichschenklige, rechtwinklige Kehlnähte behandelt. Der Vergleich konzentriert sich auf die Ausführungsklasse EXC2. Er ergibt, dass die Qualitätsanforderungen in DIN 4113 größer sind als die in DIN EN 1090-3, wobei jedoch die Unterschiede hinsichtlich der statischen Tragfähigkeit der Schweißnähte unwesentlich sind. Der Vergleich der rechnerischen Tragfähigkeiten zeigt, dass sich bei Stumpfnähten mit Nachweis der Nahtgüte bei gleicher Qualitätsanforderung bemerkenswerte Gewinne gegenüber DIN 4113 ergeben. Die Gegenüberstellung mit den rechnerischen Tragfähigkeiten nach DIN 4113 von Stumpf- sowie Kehlnähten ohne Nachweis der Nahtgüte ergibt, dass in der Ausführungsklasse EXC2 bei Stumpfnähten - wie auch bei den Kehlnähten - bei der Ausnutzungsklasse UR2 auf eine zerstörungsfreie Prüfung verzichtet werden kann. Comparison of the load-bearing capacities of and quality requirements for predominantly statically loaded welded connections of aluminium structures according to DIN EN 1999-1-1 and DIN 4113. The comparison is done for combinations of alloy and filler, which are regulated in both standards. It is performed for butt welds and singular rectangular fillet welds with equal leg lengths and focuses on execution class EXC2. The comparison reveals that the quality requirements of DIN 4113 are higher than those of DIN EN 1090-3. However, the differences are negligible with regard to the load-bearing capacity of the welds under static loading. The comparison of the design values of the load-bearing capacities shows that for butt welds with verification of weld quality there is a remarkable benefit with regard to DIN 4113 in the case of equal quality requirements. In the case of non verification of the weld quality of butt welds and fillet welds the comparison with the design load-bearing capacities according to DIN 4113 reveals that for butt welds in execution class EXC2 - as well as with the fillet welds - in utilization class UR2 non-destructive testing is dispensable.
Source:	Stahlbau 85 (2016), No. 3
Page/s:	207-216
Language of Publication:	German

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