Hu Minglei, Zhang Wei, Xu Ke, Hu Bin, Li Dongsheng, Wang Lan, Liu Rencai, Zhao Xiaohua
China Nuclear Power Operation Management Co., Ltd., Haiyan 314300, China.
School of Materials Science and Engineering, Jiangsu University, Zhenjiang 212013, China.
Materials (Basel). 2024 May 30;17(11):2642. doi: 10.3390/ma17112642.
This study subjected nuclear-grade 20# pipeline steel to cyclic freeze-thaw ice plugging tests, simulating the plastic deformation experienced by pipes during ice plug removal procedures. Subsequently, the dislocation morphology and mechanical properties of the specimens post cyclic ice plugging were examined. The cyclic ice plugging process led to an increase in the dislocation density within the specimens. After 20 and 40 cycles of ice plugging, the internal dislocation structures evolved from individual dislocation lines and dislocation tangles to high-density dislocation walls and dislocation cells. These high-density dislocation walls and cells hindered dislocation motion, giving rise to strain hardening phenomena, thereby resulting in increased strength and hardness of the specimens with an increasing number of ice plugging cycles. In addition, a large stress field was generated around the dislocation buildup, which reduced the pipe material's plastic toughness. The findings elucidate the effects of cyclic ice plugging on the microstructure and properties of nuclear-grade 20# pipeline steel, aiming to provide a theoretical basis for the safe and stable application of ice plugging technology in nuclear piping systems.
本研究对核级20#管道钢进行了循环冻融冰堵试验,模拟了管道在冰堵清除过程中所经历的塑性变形。随后,对循环冰堵后试样的位错形态和力学性能进行了检测。循环冰堵过程导致试样内部位错密度增加。经过20次和40次冰堵循环后,内部位错结构从单个位错线和位错缠结演变为高密度位错壁和位错胞。这些高密度位错壁和位错胞阻碍了位错运动,产生了应变硬化现象,从而导致随着冰堵循环次数的增加,试样的强度和硬度提高。此外,在位错聚集周围产生了一个大的应力场,这降低了管材的塑性韧性。这些发现阐明了循环冰堵对核级20#管道钢微观结构和性能的影响,旨在为冰堵技术在核管道系统中的安全稳定应用提供理论依据。