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DEVELOPMENT OF THE RCC-MR CREEP DEFORMATION MODEL FOR THE PREDICTION OF CREEP AND STRESS RELAXATION IN TYPE 321 STAINLESS STEEL

机译:预测321型不锈钢蠕变和应力松弛的RCC-MR蠕变变形模型的建立。

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In this paper a creep deformation model has been developed for Type 321 stainless steel which has been based on a modified version of the creep model that is used in the French fast reactor design code RCC-MR. The model has been evaluated using: 1) constant load creep data covering the temperature range from 550°C to 650°C and 2) constant displacement, stress relaxation data obtained from creep-fatigue tests at 650°C. Samples in the heat-treatment conditions of solution-treated, aged, and simulated 'heat affected zone' have been assessed. The standard RCC-MR model was fitted to the constant load data and provided good predictions of forward creep. However, when this model was used to predict stress relaxation it was observed that the model significantly over predicted creep strain rates and therefore the level of stress drop during each cycle. During constant load tests the stress remains relatively constant (noting that true stress does increase a small amount prior to rupture). However, in relaxation tests the stress varies significantly over the dwell. Due to the poor predictions of stress relaxation it was hypothesised that the fitted model did not capture the stress dependence of creep appropriately. The RCC-MR model was therefore modified to include a primary and secondary threshold stress term that is a function of the accumulated creep strain. This work indicates that the RCC-MR model, modified to include threshold stresses, can be used to provide good predictions of both forward creep and stress relaxation in Type 321 stainless steel. Further work is required to validate this model on stress relaxation data at additional temperatures and lower start of dwell stresses.
机译:本文针对321型不锈钢开发了蠕变变形模型,该模型基于法国快速反应堆设计代码RCC-MR中使用的蠕变模型的修改版本。使用以下方法对模型进行了评估:1)涵盖从550°C到650°C的温度范围的恒定载荷蠕变数据,以及2)恒定位移,从650°C的蠕变疲劳试验获得的应力松弛数据。评估了在固溶处理,时效和模拟“热影响区”的热处理条件下的样品。标准的RCC-MR模型适合恒定载荷数据,并提供了良好的前向蠕变预测。但是,当使用该模型预测应力松弛时,可以观察到该模型显着超过了预测的蠕变应变速率,因此在每个周期内应力下降的水平。在恒定负载测试期间,应力保持相对恒定(请注意,真正的应力确实会在破裂前增加少量)。但是,在松弛测试中,应力在停留时间内会显着变化。由于对应力松弛的预测不佳,因此假设拟合模型不能适当地捕获蠕变的应力依赖性。因此,对RCC-MR模型进行了修改,使其包括主要和次要阈值应力项,该项是累积蠕变应变的函数。这项工作表明,可以修改RCC-MR模型以包括阈值应力,从而为321型不锈钢的正向蠕变和应力松弛提供良好的预测。需要进一步的工作来验证该模型在附加温度和较低的保压开始时的应力松弛数据上的有效性。

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