热处理对冷喷基超合金的残余应力的影响
Deepika Shrestha1, Fardad Azarmi1, X W Tangpong1
1Department of Mechanical Engineering, North Dakota State University, Fargo, ND 58108-6050 USA.
概括
分析了冷喷涂Inconel 625和Inconel 718涂层中的残余应力. 热处理降低了应力和孔隙性,提高了裂纹抵抗力,但改变了硬度.
科学领域:
- 材料科学 材料科学 材料科学
- 表面工程是什么?表面工程是什么?
- 机械工程 机械工程
背景情况:
- 冷喷涂涂料中的残余应力可能会对材料性能产生负面影响.
- 像Inconel 625和Inconel 718这样的基于的超级合金在苛刻的应用中至关重要.
研究的目的:
- 在冷喷涂的Inconel 625和Inconel 718中描述残余应力.
- 评估热处理对残余应力,多孔性,硬度和裂纹形成的影响.
主要方法:
- 使用X射线衍射测量地下残余应力.
- 进行了微缩测试,以评估硬度和裂形成.
主要成果:
- 在Inconel 625中,最初的残余应力比Inconel 718更高.
- 在800°C的热处理降低了孔隙性和残余应力,在Inconel 718中回收率更高.
- 喷涂后的Inconel 625更硬,但热处理更显著地降低了它的硬度. 热处理消除了印记周围的裂.
结论:
- 热处理有效地减少有害的残余应力,并提高冷喷涂超级合金的裂纹耐受性.
- 了解剩余应力对于优化冷喷涂工艺和材料性能至关重要.
更多相关视频
11:11Experimental Methods for Investigation of Shape Memory Based Elastocaloric Cooling Processes and Model Validation
Published on: May 2, 2016
11.0K
14:51An Available Technique for Preparation of New Cast MnCuNiFeZnAl Alloy with Superior Damping Capacity and High Service Temperature
Published on: September 23, 2018
6.9K
相关概念视频
Residual Stresses
219
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...
219
Thermal Stress
2.4K
If the temperature of an object is changed while it is prevented from expanding or contracting, the object is subjected to stress. The stress is compressive if the object expands in the absence of constraint and tensile if it contracts. This stress resulting from temperature change is known as thermal stress. It can be quite large and can cause damage. To avoid this stress, engineers may design components so they can expand and contract freely. For instance, on highways, gaps are deliberately...
2.4K
Residual Stresses in Circular Shafts
170
In materials that exhibit elastic and plastic behavior, known as elastoplastic materials, residual stresses can accumulate when these materials experience plastic deformation. This deformation arises from either high levels of shearing stress or significant strains. Residual stresses are internal stresses that persist within a material after removing the external force causing deformation. This phenomenon is demonstrated when observing the behavior of a shaft under torque; notably, the...
170
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
Residual Stresses in Bending
167
In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
167
Thermal expansion and Thermal stress: Problem Solving
1.2K
San Francisco's Golden Gate Bridge is exposed to temperatures ranging from -15 °C to 40 °C. At its coldest, the main span of the bridge is 1275 m long. Assuming that the bridge is made entirely of steel, what is the change in its length between these temperatures?
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
To solve the problem, first, identify the known and unknown quantities. The initial length (L) of the bridge is 1275 m, the coefficient of linear expansion (α) for steel is 12 x 10-6/°C, and the change in...
1.2K
