THE EFFECT OF COOLING RATE ON THE MECHANICAL
AND CORROSION PROPERTIES OF SAF 2205 (UNS 31803)
DUPLEX STAINLESS STEEL WELDS
J.D. Kordatos
1
, G. Fourlaris
2
and G. Papadimitriou
1
1
Laboratory of Physical Metallurgy, National Technical University of Athens,
Heroon Polytechniou, 9 Athens, Greece
2
Department of Materials Engineering, University of Wales Swansea, Swansea, SA2 8PP, UK
(Received July 3, 2000)
(Accepted in revised form September 6, 2000)
Keywords: Duplex stainless steels; Microstructure; Pitting; Intergranular corrosion; Impact testing
Introduction
The weldability of duplex stainless steels is related to the possibility of forming or maintaining a
microstructure with a ratio of ferrite to austenite phase of about 50:50. Approximately at least 40% of
austenite is required to produce a nitride free weld microstructure in the heat affected zone and this is
obtained by welding a material of balanced composition with a heat input that allows the austenite to
form by nitrogen redistribution during cooling. Research work has also been carried out on the
composition of the filler metals in order to obtain the desired ratio of ferrite to austenite in the weld
metal [1]. During welding and subsequently, several transformations take place in the heat-affected
zone and in the weld metal. The metallurgical aspects of these transformations have been successfully
explained by many researchers [2], [3], [4]. However, the effect of the cooling rate on the microstructure
of the welded joints and as a consequence on the strength and corrosion resistance of DSS weldments,
is a matter of continuous interest.
In this paper an attempt is made to correlate the impact strength and corrosion resistance of DSS
weldments to the cooling rate and to explain their interdependence through microstructural observa-
tions.
Experimental Procedure
The DSS used was the SAF 2205 (UNS S31803) grade in the form of 4 mm plate, manufactured by
AVESTA, Sweden. The chemical analysis of the material and the welding conditions (GTAW welds)
[5] are summarized in Table 1. Eight weldments with a length of 40 cm were prepared. Half of them
were left to cool slowly in air down to the ambient temperature (22°C) and the other half were
submerged in cold water (set to 10°C) directly after welding.
Metallographic specimens were cut transverse to the welding direction. They were examined using
scanning electron microscopy. Quantitative image analysis was performed in order to determine the
volume fraction of austenite and ferrite in the weld zones. Vickers hardness measurements transverse
to the weld were performed using a load of 20Kg. In addition, microhardness measurements on the two
phases (austenite and ferrite) were recorded, using a load of 200g.
Scripta mater. 44 (2001) 401– 408
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