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Constitutive modelling of transient and steady state creep behaviour of type 316LN austenitic stainless steel

机译:316LN型奥氏体不锈钢瞬态和稳态蠕变行为的本构模型。

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In the present study, sine hyperbolic creep rate law coupled with the evolution of internal stress with time has been employed for modelling transient and steady state creep deformation behaviours of type 316LN austenitic stainless steel (SS). The model predicts the creep strain-time and creep rate-time data appropriately for the stress levels ranging from 120 to 225 MPa at 923 K, with good agreement between experimental and predicted steady state creep rates. At all the stress levels, the predicted internal stress increases with time during transient creep, and it approaches saturation at steady state creep. The predicted increase in internal stress was interrelated to the increase in dislocation density and a decrease in the mean free path during creep deformation. At steady state condition, a decrease in activation volume with an increase in applied stress levels has been observed for the steel. The estimated value of activation volume for the steel demonstrates the dominance of intersection of forest dislocations and non-conservative motion of jogs during transient creep in type 316LN SS. The applicability of the present model has been demonstrated towards the prediction of stress-relaxation behaviour of type 316LN SS based on the power law interrelation between internal stress and applied stress.
机译:在本研究中,正弦双曲率蠕变率定律和内部应力随时间的变化已被用于对316LN型奥氏体不锈钢(SS)的瞬态和稳态蠕变变形行为进行建模。该模型可预测923 K下120至225 MPa应力水平下的蠕变应变时间和蠕变速率-时间数据,实验和稳态稳态蠕变速率之间具有良好的一致性。在所有应力水平下,瞬态蠕变期间预测的内部应力都会随时间增加,并且在稳态蠕变时会接近饱和。预测的内部应力增加与蠕变变形过程中位错密度的增加和平均自由程的减少有关。在稳态条件下,已观察到钢的活化体积随施加应力水平的增加而减小。钢材活化量的估计值表明,在316LN SS型瞬态蠕变过程中,森林位错与慢跑的非保守运动的交点占主导地位。基于内部应力和施加应力之间的幂律关系,已经证明了本模型的适用性对316LN SS型应力松弛行为的预测。

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