扩展有限元素方法的应用,用于研究带钢在冷过程中的裂纹扩散
Jianjun Chen1, Chaojie Wu1, Jiacong Ying1
1School of Mechanical and Power Engineering, East China University of Science and Technology, Shanghai 200237, China.
Materials (Basel, Switzerland)
|September 9, 2023
概括
接钢带的边缘裂可以在冷过程中造成破裂. 扩展有限元法 (XFEM) 揭示了普通金属裂的传播速度比接裂更快,后端更容易受到伤害.
科学领域:
- 材料科学 材料科学 材料科学
- 机械工程 机械工程
- 金工业是金工业的一个方面.
背景情况:
- 接钢带的边缘裂在冷过程中存在条带破裂的风险.
- 了解裂传播对于防止接金属产品发生故障至关重要.
研究的目的:
- 用扩展有限元法 (XFEM) 在冷过程中分析接条钢的裂传播行为.
- 研究材料性能和制过程对裂扩张的影响.
主要方法:
- 扩展有限元法 (XFEM) 用于裂传播分析.
- 拉力测试,破裂 (EWF) 测试的基本工作,以及用于确定材料性质的球体内.
- 弹性塑料有限元模拟和连续冷模型.
主要成果:
- 与接区相比,在基础金属中,裂的传播和膨胀速度明显高于接区.
- 制件后端的基本金属比前端更容易发生断裂.
- XFEM成功地模拟了裂纹行为,并结合了断裂能量和应力参数.
结论:
- 基本金属是裂传播和冷钢带潜在断裂的关键区域.
- 工艺参数和材料接口显著影响裂纹行为,需要在冷过程中仔细控制.
相关概念视频
Mechanical Characteristics of Steel
602
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...
602
Stresses under Combined Loadings
171
When analyzing a bent tube with a circular cross-section subjected to multiple forces, it is crucial to determine the stress distribution in order to maintain structural integrity under varied load conditions.
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
171
Residual Stresses
240
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...
240
Temperature Dependent Deformation
166
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...
166
Steel Fastening Techniques
183
Steel sections can be joined together through various fastening techniques including riveting, bolting, and welding, each suitable for different structural requirements and conditions.
Rivets are cylindrical steel fasteners with a specially designed head. During application, rivets are heated until white-hot and then inserted through pre-drilled holes in the steel sections. A pneumatic hammer is used to shape the exposed end into a second head, securing the sections together.
Bolting is another...
Rivets are cylindrical steel fasteners with a specially designed head. During application, rivets are heated until white-hot and then inserted through pre-drilled holes in the steel sections. A pneumatic hammer is used to shape the exposed end into a second head, securing the sections together.
Bolting is another...
183
Unsymmetric Loading of Thin-Walled Members: Problem Solving
132
The shear center of a channel section with uniform thickness, height, and width, is determined by computing the shear force in the member and calculating the moments of inertia of the sections.
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
To compute the shear forces, find the shear flow at a specific distance from the endpoint using the vertical shear and the moment of inertia values. The total shear force on the flange is calculated by integrating the shear flow from one end of the flange to the other.
Next, calculate the moments of...
132


