在老化过程中X85MnAl29-9钢的微观结构和质地演变
Małgorzata Witkowska1, Kinga Chronowska-Przywara2, Joanna Kowalska1
1Faculty of Metals Engineering and Industrial Computer Science, AGH University of Krakow, Av. Mickiewicza 30, 30-059 Krakow, Poland.
Materials (Basel, Switzerland)
|November 27, 2024
概括
高X85MnAl29-9钢的老化会影响硬度. 较短的老化时间增加了由于 κ κ 的硬度.
科学领域:
- 材料科学 材料科学 材料科学
- 金工业是金工业的一个方面.
- 物理金学 物理金学
背景情况:
- 研究高合金,含含量各不相同的高合金 (21-31%).
- 专注于耐老化硬化的X85MnAl29-9钢,是一种高合金.
- 变形加工包括热冷 (30%的减少).
研究的目的:
- 在老化过程中分析X85MnAl29-9钢的微观结构和质地演变.
- 研究550°C的老化时间对材料性能的影响.
- 了解降水机制及其对硬度的影响.
主要方法:
- 在气氛下在550°C的温度下进行老化处理,随后进行空气冷却.
- 使用光显微镜,传输电子显微镜 (TEM) 和扫描电子显微镜 (SEM) 的微结构分析.
- 通过X射线衍射,纹理测量和微硬度测试进行相位分析.
主要成果:
- 在老化过程中,在奥氏体矩阵内的 κ'-碳化物和在粒边界的 κ-碳化物的沉.
- 长期老化后通过旋分解形成 (Fe, Mn) 3AlC纳米碳化物.
- 硬度因 κ' 降水而随着老化时间的缩短 (24 小时) 增加;由于过度老化而随着老化时间的延长 (100 小时) 硬度下降.
结论:
- 老化时间显著影响X85MnAl29-9钢的沉行为和硬度.
- 脊柱分解机制是长期老化的合金中纳米碳化物形成的关键.
- 优化老化时间对于控制硬度和设计使用这种钢的安全系统至关重要.
相关概念视频
Mechanical Characteristics of Steel
398
The mechanical characteristics of steel are assessed through various tests that evaluate its strength, toughness, and flexibility. These tests include tension, torsion, impact, bending, and hardness assessments, each providing crucial information about steel's suitability for specific applications.
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
The tension test is fundamental for determining tensile strength. In this test, a steel specimen is stretched using a gripping device until it breaks. The data collected during this test are used...
398
Stress-Strain Diagram - Ductile Materials
628
The stress-strain relationship in ductile materials such as structural steel or aluminium is intricate and progresses through several stages. When a specimen is loaded, it initially exhibits a linear length increase, depicted by a steep straight line on the stress-strain diagram. It indicates the material is elastically deforming and will return to its original shape once unloaded. However, when a critical stress value is reached, plastic deformation begins. This stage sees substantial...
628
Microcracking in Concrete
103
Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
103


