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A new methodology for analysis of creep and creep fracture data for 9-12% chromium steels

机译:分析9-12%铬钢蠕变和蠕变断裂数据的新方法

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摘要

The approaches commonly used to quantify creep and creep fracture behaviour are critically reviewed. Their limitations are illustrated by reference to information openly available for three martensitic steels, namely, grades 91, 92 and 122. Adopting traditional procedures, the creep design strengths of these 9-12% chromium steels have been reduced substantially as continuing experimental programmes have increased the maximum test durations from ∼30 000 towards 100 000 h. Moreover, even when applied to comprehensive long-term data sets, the estimated 100 000 h strengths vary considerably, depending on the detailed method selected to perform the calculations. In contrast, by normalising the applied stress through the appropriate ultimate tensile strength (UTS) value, new relationships allow the multi-batch stress rupture properties at various creep temperatures to be superimposed onto sigmoidal 'master curves' using the activation energy for lattice diffusion in the alloy steel matrixes (300 kJ mol−1). In this way, the latest 100 000 h strengths determined from the large scale test programmes are predicted accurately by extrapolation of creep life measurements lasting less than 30 000 h, with reasonable estimates obtained even for failure times up to only 5000 h. Validation of the new methodology by analysis of results already produced for different steels and other creep-resistant alloys would therefore limit the scale and costs of current procedures for acquisition of long-term engineering design data.
机译:严格审查了通常用于量化蠕变和蠕变断裂行为的方法。通过公开获取三种马氏体钢(即91、92和122级)的信息可以说明它们的局限性。采用传统程序,随着不断进行的试验计划的增加,这些9-12%铬钢的蠕变设计强度已大大降低。最大测试持续时间从大约30,000到100000 h。此外,即使将其应用于全面的长期数据集,估计的100 000 h强度也会有很大差异,具体取决于为执行计算而选择的详细方法。相反,通过通过适当的极限抗拉强度(UTS)值对施加的应力进行归一化,新的关系允许使用激活能进行晶格扩散,将各种蠕变温度下的多批应力破裂特性叠加到S型“主曲线”上。合金钢基体(300 kJ mol-1)。这样,通过推断持续时间少于30000小时的蠕变寿命测量值,就可以准确地预测大型测试程序确定的最新100000 h强度,甚至对于仅5000 h的失效时间也可以获得合理的估计。因此,通过对不同钢和其他抗蠕变合金已经产生的结果进行分析来验证新方法论,将会限制当前获取长期工程设计数据的程序的规模和成本。

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