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Change of stress-strain hysteresis loop and its links with microstructural evolution in AISI 316L during cyclic loading

机译:循环载荷期间AISI 316L中微结构演化的应力 - 应变滞后回路的变化

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The cyclic deformation behaviour of an austenitic stainless steel and its links with microstructure are examined by analysing changes in the stress-strain hysteresis loop characteristics and dislocation condition with increasing cycle number. In terms of peak tensile stress, AISI 316L exhibits a hardening stage followed by a softening stage, and finally a stable response stage, during strain-controlled cyclic loading. During the hardening stage, dislocation density increases, mainly in the form of planar structures, i.e. stacking faults, pile-ups. Dislocations then rearrange to form walls and channels during the softening stage, which further develop to become a cellular structure later in this stage and during the final stable response stage. An analysis of the change in hysteresis loop shape during cyclic loading shows that the increase in dislocation density is responsible for an increase in effective stress. In addition, the long range internal stress (back stress), which is strongly sensitive to dislocation distribution and dislocation structure, is mainly responsible for the cyclic deformation response. The loop shape parameter and other quantities derived from the stress-strain hysteresis loop also evolve along with the development of the dislocation condition.
机译:通过分析应力 - 应变滞后回路特性和循环数的脱位条件的变化来检查奥氏体不锈钢的环状变形行为及其与微观结构的连杆。就峰张力应力而言,AISI 316L在应变控制的循环载荷期间表现出硬化阶段,然后是软化阶段,最后是稳定的响应阶段。在硬化阶段期间,位错密度增加,主要是平面结构的形式,即堆叠故障,堆积。然后,脱臼在软化阶段期间重新排列以形成壁和通道,这进一步显影以在该阶段之后和在最终稳定的响应阶段成为蜂窝结构。循环载荷期间滞后环​​形状的变化分析表明,位错密度的增加负责有效应力的增加。此外,对位错分布和位错结构非常敏感的长范围内应力(背部应力)主要负责循环变形响应。环形成形参数和来自应力 - 应变滞后回路的其他量也随着位错条件的发展而发展。

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