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Creep-Fatigue Interaction Models for Grade 91 Steel

机译:91级钢的蠕变疲劳相互作用模型

摘要

Different approaches for modelling creep–fatigue (CF) interaction are used onstrain controlled creep fatigue data of 9Cr–1Mo-VNb (P91) steel and assessedwith the target of finding suitable candidates for use in design rules. Theassessed models include time, ductility, and strain energy-based creep-fatigueinteraction methods and two simplified models. For the interaction diagrambasedmodels, the challenge of acquiring representative creep damagefractions from the dynamic material response, i.e., cyclic softening withchanging relaxation behaviour is addressed. In addition, the interactiondiagram approaches are discussed in the light of known (fatigue) materialscatter and defining representative cycles for CF data. The performance of themodel are presented and also compared against the RCC–MR design codemethodology. It is shown that the fitting accuracy of the complex interactionmodels vary significantly and that modified ductility based models seem to beless susceptible to changes in supporting creep and relaxation models.Successful and also superior prediction of the CF number of cycles to failurefor Grade 91 steel was accomplished by simplified methods with much lessfitting parameters. The practicality in using interaction diagram methods fordesign purposes, where simplicity is a key issue, is questioned.
机译:对9Cr-1Mo-VNb(P91)钢的应变控制蠕变疲劳数据使用了不同的建模蠕变-疲劳(CF)相互作用的方法,并进行了评估,目的是寻找适合设计规则的候选材料。评估模型包括基于时间,延性和应变能的蠕变疲劳相互作用方法以及两个简化模型。对于基于相互作用图的模型,解决了从动态材料响应中获取具有代表性的蠕变损伤分数的挑战,即通过改变松弛行为来进行循环软化。此外,根据已知(疲劳)材料散点图并定义了CF数据的代表性周期,讨论了交互图方法。介绍了模型的性能,并与RCC-MR设计代码方法进行了比较。结果表明,复杂相互作用模型的拟合精度差异很大,改进的基于延性的模型似乎不太容易受到支撑蠕变和松弛模型变化的影响。对91级钢的破坏循环次数进行了成功且出色的预测通过简化方法,减少参数拟合。对于将交互图方法用于设计目的(其中简单性是关键问题)的实用性受到质疑。

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