在单晶Ni基超合金的热疲劳测试中研究内部变形场和相关的微观结构演变
Cui Zong1, Sujie Liu2, Guangcai Ma2
1National Key Laboratory of Advanced High Temperature Structural Materials, Beijing Institute of Aeronautical Materials, Beijing 100095, China.
Materials (Basel, Switzerland)
|June 27, 2024
概括
基超合金中的循环加热和冷却会导致应力和塑性变形. 在碳化物中观察到再结晶,这表明在轮机叶片设计中需要微观结构控制.
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.
- 机械工程 机械工程
背景情况:
- 基超合金对于轮机叶片等高温应用至关重要.
- 恶劣的使用条件,包括循环加热和冷却,会引起显著的应力和变形.
- 了解这些微观结构变化对于组件的寿命至关重要.
研究的目的:
- 研究基超合金在循环热负荷下内部应力场的演变和失位密度分布.
- 分析微结构特征 (碳化物,树突,裂) 对应力度和可塑性的影响.
- 探索在高温下重新结晶现象的潜力.
主要方法:
- 使用高角度分辨率电子反射散射衍射 (HA-EBSD) 来绘制应力和位移密度的地图.
- 微结构分析的重点是碳化物,树突和口/裂纹尖端.
- 样品接受了受控的循环热处理.
主要成果:
- 口附近的应力度呈指数级下降,但因裂生长和脱位排放而改变.
- 裂纹启动是以结晶学方式控制的,与碳化物和树突具有较弱的相关性.
- 在微观结构特征和裂周围诱导了局部可塑性,导致高储能.
- 在50个和80个循环后在碳化物中观察到重新结晶的颗粒,尽管没有大规模的再结晶.
结论:
- 基超合金中的循环热负荷导致局部可塑性和应力再分配.
- 在碳化物中观察到的再结晶突出显示了一种微观结构依赖的现象.
- 建议对热辅助再结晶进行进一步的研究,以优化轮机叶片的微观结构和冷却通道设计.
相关概念视频
Fatigue
180
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
180
Temperature Dependent Deformation
147
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
147
Stress-Strain Diagram - Ductile Materials
699
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...
699
Thermal Strain
905
Thermal strain is a concept that arises when we consider how temperature changes affect structures. Unlike the conventional assumption that structures remain constant under load, real-world scenarios often involve temperature fluctuations that can significantly impact these structures. Consider a homogeneous rod with a uniform cross-section resting freely on a flat horizontal surface. If the rod's temperature increases, the rod elongates. This elongation is proportional to the temperature...
905
Microcracking in Concrete
115
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...
115
Residual Stresses
218
Residual stresses reside in a structure even after removing the original stress inducer. This phenomenon often arises from varied plastic deformations across different parts of a structure. Consider a rod stretched beyond its yield point. It will not regain its original length due to permanent deformation. Even after load removal, the rod does not entirely lose stress because of uneven plastic deformations, resulting in residual stresses. The computation of these stresses in structures is...
218


