首页> 外文会议>International conference on new developments on metallurgy and applicactions of high strength steels >LONG TERM MICROSTRUCTURAL EVOLUTION OF 9-12CR MARTENSITIC STEELS FOR ADVANCED USC PLANTS
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LONG TERM MICROSTRUCTURAL EVOLUTION OF 9-12CR MARTENSITIC STEELS FOR ADVANCED USC PLANTS

机译:高级USC植物9-12%CR马氏体钢的长期微观结构演变

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The service pressure and temperature of advanced power plants components increased significantly in the last 20 years, from sub-critical (540°C 25MPa) to ultra-super-critical (620°C- 28MPa) operating conditions. Consequently more severe requirements on strength, corrosion resistance and creep properties were imposed on high temperature steels. To comply with these requirements the 9%Cr martensitic steels were developed in the year ’80- ‘90 and now the ASTM Grades 91, 911 and 92 are currently used in USC plants. The initial evaluation of their creep strength was defined with relatively short term tests with time-temperature-parameter methods (i.e. Larson-Miller equation) giving an over-estimation of the long-term creep properties: but the long experience in service, long term creep laboratory tests and the assessment test methodologies showed that the original estimation of creep strength values were not reliable and a reduction of the creep resistance occurred at long service time. For instance the Grade 92 creep strength (NF616), initially evaluated in 600°C/160MPa/100,000h, recently was reduced down to 113MPa (ECCC(*) assessment, 2005). Moreover some premature failures of Japanese Grade P122 took place and similar problems appeared on other 12%Cr steels. The reduction of creep behaviours in 9-12%Cr steels at long times is a consequence of the microstructural evolution during high temperature service: coarsening of M23C6 carbides and the nucleation of Laves-phase. The Laves-phase precipitation generate a depletion of Mo and W with consequent reduction of their contribution to the overall creep resistance. Otherwise the increased volume fraction of secondary phases produces an initial strengthening effect, but if the coarsening rate is not under control, the mean diameter of these particle quickly reaches micrometric dimensions with a detrimental effect on creep behaviour. In 9%Cr steels also Z-phase was recognized after long term exposure, but in smaller amount than on 12%Cr steels: consequently no dramatic drop in volume fraction of MX was observed, therefore Z-phase does not affect significantly the long term creep properties of 9%Cr Grades.
机译:先进发电厂组件的维修压力和温度在过去20年中显着增加,从亚临界(540°C 25MPA)到超级关键(620°C-28MPa)的操作条件。因此,对强度,耐腐蚀性和蠕变性质的要求更严重,在高温钢上施加。为了遵守这些要求,在80 - '90年中开发了9%Cr马氏体钢,现在ASTM等级91,911和92目前用于USC植物。初始评估其蠕变强度的初始评估,采用相对短期的测试,具有时间温度参数方法(即Larson-Miller方程),其过度估计长期蠕变性质:但长期服务经验,长期蠕变实验室测试和评估测试方法表明,蠕变强度值的原始估计不可靠,并且在长期服务时间内发生蠕变电阻的降低。例如,92级蠕变强度(NF616)最初在600°C / 160MPa / 100,000h中评估,最近减少到113MPa(ECCC(*)评估,2005)。此外,日本级P122的一些过早失败发生,其他12%Cr钢上出现了类似的问题。在长时间在9-12%CR钢中减少蠕变行为是高温服务过程中的微观结构演化的结果:M23C6碳化物的粗化和Laves-阶段的成核。 Laves相沉淀产生了MO和W的耗竭,因此减少了它们对整体蠕变抗性的贡献。否则,二次相的增加的体积分数产生初始强化效果,但是如果粗化速率不受控制,则这些颗粒的平均直径迅速达到蠕变行为的不利影响。在9%Cr钢中,长期暴露后,Z相也识别,但在较小的数量上比12%Cr钢较少:因此,观察到Mx的体积分数没有显着下降,因此Z阶段不会显着影响长期影响蠕变特性为9%CR等级。

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