Abstract:As environmental temperature decreases, the amount of retained austenite is more likely to greatly reduce due to the thermal austenite-martensite transformation caused by the decreased thermal stability of retained austenite, probably making its amount lower than the required content. In the present study, the thermal stability of retained austenite in Cr-Ni weld metals was investigated to see whether sufficient retained austenite can be maintained at low temperatures. The specific experimental procedure is as… Show more
“…When applied strain imposes on it, it will transform into martensite. As an accompanied research of the present study, the mechanical 16) and thermal stability 16) of the retained austenite have been investigated in detail. It has been shown that the retained austenite enhances the tensile properties 11, 12) and fracture toughness 13) through the strain-induced marteniste transformation from it.…”
Section: The Effect Of Retained Austenite On the Impact Behavior At V...mentioning
MPa grade Cr-Ni weld metal with martensite and retained austenite was produced by single-pass GMAW. Its impact behavior was evaluated using the Charpy impact test. It was found that (1) strain-induced martensite transformation from the retained austenite enhances the impact absorbed energy at various temperatures and contents of oxygen in weld metal; (2) increasing the oxygen content in weld metal reduces the impact absorbed energy; and (3) at 233K, strain-induced martensite transformation can change the fracture mode of the weld metal with extremely low oxygen content from brittle to ductile, but it has no such effect at higher oxygen content levels. Oxide promotes ductile fracture. An increase in the oxygen content lowers the vTrs.
“…When applied strain imposes on it, it will transform into martensite. As an accompanied research of the present study, the mechanical 16) and thermal stability 16) of the retained austenite have been investigated in detail. It has been shown that the retained austenite enhances the tensile properties 11, 12) and fracture toughness 13) through the strain-induced marteniste transformation from it.…”
Section: The Effect Of Retained Austenite On the Impact Behavior At V...mentioning
MPa grade Cr-Ni weld metal with martensite and retained austenite was produced by single-pass GMAW. Its impact behavior was evaluated using the Charpy impact test. It was found that (1) strain-induced martensite transformation from the retained austenite enhances the impact absorbed energy at various temperatures and contents of oxygen in weld metal; (2) increasing the oxygen content in weld metal reduces the impact absorbed energy; and (3) at 233K, strain-induced martensite transformation can change the fracture mode of the weld metal with extremely low oxygen content from brittle to ductile, but it has no such effect at higher oxygen content levels. Oxide promotes ductile fracture. An increase in the oxygen content lowers the vTrs.
“…The thermal stability of retained austenite in the Cr-Ni weld metal has been investigated elsewhere. 12) It was found that if the initial content of retained austenite is less than 20%, even if the service temperature reduces from 25 C to −196 C, its amount remains constant. This demonstrates that within the temperature range of 25 C to −196 C, temperature variation does not affect the amount of retained austenite when its initial amount is less than 20%.…”
The mechanical stability of retained austenite in a Cr-Ni weld metal in a welded joint under a service load is related to the initial amount of retained austenite and the type of welded joint. The welded joint used is the over-matching type, i.e., the tensile strength of the weld metal is higher than that of the base metal. For this welded joint, when the initial amount is less than 7.5%, the retained austenite is stable enough to remain in the weld metal over the whole tension process. However, when the initial amount is 12-27%, the retained austenite is metastable, and a large amount of it has transformed into martensite at the applied stress level of 0.2% proof stress. At that stress level, 12% of the retained austenite is still present. As the applied strain further increases, the retained austenite continues to transform, but 7.5% of it is still available after the failure of the welded joint.
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