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FV520(B)与18CrMnMoV焊接接头力学性能分析 被引量:6

Analysis of mechanical properties of FV520(B) stainless steel and 18CrMnMoV steel welded joints
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摘要 对马氏体沉淀硬化不锈钢FV520(B)与18CrMnMoV异种钢焊接接头经过850℃油淬后,分别进行了560℃,600℃及630℃回火处理。通过拉伸试验、示波冲击试验、硬度试验对焊接接头的力学性能进行了试验研究。结果表明,三种焊接接头中焊缝硬度最高,与焊缝中粗大的过时效马氏体组织有关;随着回火温度的升高,焊缝的韧性提高;在焊缝两侧热影响区均存在软化区,FV520(B)母材侧软化区导致560℃,600℃回火的焊接接头拉伸试样在该区域断裂;600℃回火处理后的焊接接头具有比较合理的综合力学性能。 After being 850 ℃ oil quenched,dissimilar steel welded joints of FV520(B) and 18CrMnMoV were tempered at 560 ℃,600 ℃,630 ℃,respectively.The mechanical properties of welded joints were investigated with tensile test,instrumented impact test and hardness test.The results show that hardeness of the weld in three welded joints are respectively highest due to coarse over-aging martensite in welds.The toughness of weld is improved by the tempering temperature being increased.There are the soft zones in heat affection zone on both sides of the welds.The tensile specimens of welded joints tempered at 560 ℃ and 600 ℃ both failed in the soft zones beside martensitic precipitation-hardening stainless steel FV520(B).The matching of mechanical properties of the welded joint tempered at 600 ℃ are the most rational in three tempering conditions.
出处 《焊接学报》 EI CAS CSCD 北大核心 2006年第12期101-104,共4页 Transactions of The China Welding Institution
关键词 异种钢焊接 焊后热处理 力学性能 沉淀硬化不锈钢 dissimilar steel welding postweld heat treatment mechanical property precipitation-hardening stainless steel
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  • 1马迅.热处理对0Cr13Ni4Mo马氏体不锈钢组织和性能的影响[J].特殊钢,1995,16(5):19-22. 被引量:17
  • 2崔昆.钢铁材料及有色金属材料[M].北京:机械工业出版社,1980..
  • 3褚武扬.氢损伤和滞后断裂[M].北京:冶金工业出版社,1988..
  • 4何建宏 唐祥云.铁素体-奥氏体不锈钢氢致开裂研究[J].金属学报,1989,25(1):37-37.
  • 5陈继勤 程饴萱 等.关于镍钢中的逆转变奥氏体[J].金属热处理学报,1980,1(2):26-26.
  • 6余百年.钢的H2S腐蚀及研究方向[M].中国科学院金属研究所,1981.81-222.
  • 7陈世英 张德康.不锈钢应力腐蚀破裂[M].北京:科学出版社,1997.190.
  • 8萧纪美.不锈钢的金属学问题[M].北京:冶金工业出版社,1983.407.
  • 9何建宏.-[J].金属学报,1989,25(1):37-37.
  • 10Tosal L,Rodriguez C,Belzunce F J,et al.Comporison of the Static and Dynamic Fracture Behaviour of an AE-460 structural steel[J].Engineering Fracture Mechanics,2000,66(6): 537-549.

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