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TEMPERING RESPONSE OF A DEFORMED LOW CARBON DUAL PHASE STRUCTURE
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作者 JIN Man JIANG Zhonghao +2 位作者 NAN Shenghui HU Jiandong lian jianshe(jilin university of technology,changchun,china)(manuscript received 8 february 1995)correspondent:li geping,(institute of metal research,chinese academy of sciences,shenyang 110015,china) 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1995年第2期79-83,共5页
The low carbon dual phase structure was cold de formed first,then was tempered at 200 to 600℃.The variation in strength and ductility during tempering of the steel was investigated.It was found that a fter the de for... The low carbon dual phase structure was cold de formed first,then was tempered at 200 to 600℃.The variation in strength and ductility during tempering of the steel was investigated.It was found that a fter the de formed dual phase structure was tempered at 200 to 600℃, with the increase in the tempering temperature the tensile strength decreases rapidly;the lotal elongation remains constant at 200 to 500℃ but began to rise dramatically at a critical temperature between 500 and 600℃.However,when the non-deformed dual phase structure was tempered at the same temperature range,the tensile strength decreases and the total elongation increases continuously with the increase of temperature.It was demonstrated from TEM analysis that precipitating carbides density along the boundaries ofmartensite lath and the recrystallized grains are responsible for the tempering response ofthe de formed dual phase structure. 展开更多
关键词 de formed dual phase structure tensile property tempering
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