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一种先进奥氏体不锈钢在高温下的应力控制蠕变疲劳

Stress-Controlled Creep-Fatigue of an Advanced Austenitic Stainless Steel at Elevated Temperatures.

作者信息

Alsmadi Zeinab Y, Abouelella Hamdy, Alomari Abdullah S, Murty K L

机构信息

Department of Nuclear Engineering, North Carolina State University, Raleigh, NC 27695-7909, USA.

Nuclear Science Research Institute, King Abdulaziz City for Science and Technology (KACST), P.O. Box 6086, Riyadh 11442, Saudi Arabia.

出版信息

Materials (Basel). 2022 Jun 3;15(11):3984. doi: 10.3390/ma15113984.

Abstract

Creep-fatigue interaction occurs in many structural components of high-temperature systems operating under cyclic and steady-state service conditions, such as in nuclear power plants, aerospace, naval, and other industrial applications. Thus, understanding micromechanisms governing high-temperature creep-fatigue behavior is essential for safety and design considerations. In this work, stress-controlled creep-fatigue tests of advanced austenitic stainless steel (Alloy 709) were performed at a 400 MPa stress range and 750 °C with tensile hold times of 0, 60, 600, 1800, and 3600 s, followed by microstructural examinations. The creep-fatigue lifetime of the Alloy 709 was found to decrease with increasing hold time until reaching a saturation level where the number of cycles to failure did not exhibit a significant decrease. Softening behavior was observed at the beginning of the test, possibly due to the recovery of entangled dislocations and de-twining. In addition, hysteresis loops showed ratcheting behavior, although the mean stress was zero during creep-fatigue cycling, which was attributed to activity of partial dislocations. Microstructural examination of the fracture surfaces showed that fatigue failure dominated at small hold times where the cracks initiated at the surface of the sample. Larger creep cracks were found for longer hold times with a lower probability of dimpled cavities, indicating the dominance of creep deformation. The results were compared with other commonly used stainless steels, and plausible reasons for the observed responses were described.

摘要

蠕变疲劳相互作用发生在许多在循环和稳态服役条件下运行的高温系统的结构部件中,例如在核电站、航空航天、海军以及其他工业应用中。因此,了解控制高温蠕变疲劳行为的微观机制对于安全和设计考量至关重要。在这项工作中,对先进奥氏体不锈钢(合金709)进行了应力控制的蠕变疲劳试验,试验应力范围为400MPa,温度为750℃,拉伸保持时间分别为0、60、600、1800和3600秒,随后进行了微观结构检查。发现合金709的蠕变疲劳寿命随着保持时间的增加而降低,直到达到一个饱和水平,此时失效循环次数没有显著减少。在试验开始时观察到软化行为,这可能是由于缠结位错的恢复和解缠所致。此外,滞后回线显示出棘轮行为,尽管在蠕变疲劳循环期间平均应力为零,这归因于部分位错的活动。对断口表面的微观结构检查表明,在较小的保持时间下疲劳失效占主导地位,此时裂纹在样品表面萌生。对于较长的保持时间,发现了较大的蠕变裂纹,出现韧窝空洞的概率较低,这表明蠕变变形占主导地位。将结果与其他常用不锈钢进行了比较,并描述了观察到的响应的合理原因。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/8f06/9182358/f12fc2b03f6c/materials-15-03984-g001.jpg

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