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A CONSERVATIVE DAMAGE ACCUMULATION METHOD FOR THE PREDICTION OF CRACK NUCLEATION UNDER VARIABLE AMPLITUDE LOADING FOR AUSTENITIC STAINLESS STEELS

机译:奥氏体不锈钢在变幅加载下预测裂纹成核的保守损伤累积方法

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The application of Miner's rule using a loading issued from a mock-up of a RHR (removal heat system) of PWR plant, made of 304 steel gives a very important non-conservative fatigue lifetime in strain control when strain fatigue curve is used. A large number of test in strain and stress control are performed in different laboratories. Two modeling of literature Smith-Watson-Topper (SWT) and Fatemi-Socie (FS) have been used to simulate these tests. Much better responses than Miner's rule are obtained. However these models need an elastic-plastic constitutive law which is difficult to propose in the presence of high cycle secondary hardening observed in austenitic stainless steels. So a conservative model for fatigue damage accumulation under variable amplitude loading is proposed for austenitic stainless steels (AISI 304, 316) in strain control, which does not need a constitutive law. Linear damage accumulation is used, while, sequence effect is taken into account using the elastic-plastic memory effect through cyclic strain stress curves with pre-hardening. This modeling is based on the fact that for stainless steels, pre-hardening is detrimental for fatigue life in strain control while it is beneficial in stress control. In the case of materials that do not demonstrate load sequence memory the modeling is identical to Miner rule. In the presence of low mean stress, the modeling is approved based on a large number of tests. Moreover the modeling permits to explain the larger detrimental effect of a tension mean stress in strain control tests than in stress control tests. To extend the modeling to higher values of mean stress it is proposed to divide mean stress effect into maximal and "real" mean stress effects. Extending this work to the case of significant mean stress is ongoing.
机译:当使用应变疲劳曲线时,使用由304钢制成的PWR工厂的RHR(除热系统)模型产生的载荷来应用Miner规则,可以在应变控制中提供非常重要的非保守疲劳寿命。在不同的实验室中进行了大量的应变和应力控制测试。文献Smith-Watson-Topper(SWT)和Fatemi-Socie(FS)的两种模型已用于模拟这些测试。得到的响应比Miner规则好得多。但是,这些模型需要弹塑性本构定律,而在奥氏体不锈钢中观察到高循环二次硬化的情况下,很难提出这种定律。因此,提出了一种用于应变控制的奥氏体不锈钢(AISI 304、316)在变幅载荷下疲劳损伤累积的保守模型,该模型不需要本构定律。使用线性损伤累积,同时使用具有预硬化的循环应变应力曲线的弹塑性记忆效应来考虑顺序效应。该建模基于以下事实:对于不锈钢,预硬化对应变控制中的疲劳寿命有害,而对应力控制则有利。对于没有显示载荷序列记忆的材料,其建模与Miner规则相同。在低平均应力的情况下,基于大量测试来批准建模。而且,该模型允许解释在应变控制测试中比在应力控制测试中更大的拉伸平均应力的有害影响。为了将模型扩展到较高的平均应力值,建议将平均应力效应分为最大和“实际”平均应力效应。这项工作正在扩展到平均压力很大的情况下。

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