基于高温风学行为和微观结构的A100钢的热变形过程的研究
Chaoyuan Sun1,2, Yi Qin1, Yang Liu2
1Chongqing Key Laboratory of Advanced Mold Intelligent Manufacturing, College of Materials Science and Engineering, Chongqing University, Chongqing 400044, China.
Materials (Basel, Switzerland)
|March 13, 2024
概括
研究人员通过研究态和动态再结晶行为,优化了A100钢的热变形. 亨塞尔-斯皮特尔模型准确地预测了流应力,揭示了完全再结晶和更细粒的最佳条件.
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:
- 了解热变形对于优化钢铁加工至关重要.
- 动态再结晶显著影响材料特性和微观结构.
- A100钢需要特定的加工参数才能达到预期的结果.
研究的目的:
- 为了确定A100钢的最佳热变形过程.
- 为了研究A100钢的态和动态再结晶行为.
- 建立流应力和动态再结晶的预测模型.
主要方法:
- 对A100钢进行了同热压缩试验.
- 使用应力-应变数据开发了一个亨塞尔-斯皮特尔构成模型.
- 创建了动态再结晶百分比和粒度大小模型.
- 微结构分析验证了再结晶模型的准确性.
主要成果:
- 流应力对应变速率和温度具有很高的敏感性.
- 亨塞尔-斯皮特尔模型实现了高预测精度 (R2=0.9914).
- 再结晶百分比和粒度之间存在矛盾的关系;更高的再结晶导致更大的粒度.
结论:
- 亨塞尔-斯皮特尔模型准确地描述了A100钢在热变形下的形行为.
- 确定了最佳的热工作条件 (应变≥0.6,11931353 K,0.11 s-1),以实现完整的动态再结晶和更小的粒度.
- 加工策略必须平衡再结晶百分比和谷物精炼,以避免不必要的微观结构.
相关概念视频
Stress-Strain Diagram - Ductile Materials
715
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...
715
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
Mechanical Characteristics of Steel
574
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...
574
Plastic Behavior
197
A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
197
Plastic Deformation in Circular Shafts
187
When materials are subjected to forces that surpass their yield strength, they undergo a process known as plastic deformation. This results in a permanent alteration or strain in their structure. This concept can be specifically applied to circular shafts, where the deformation leads to a change in its shape. The precise evaluation of this plastic deformation requires understanding the stress distribution within the circular shaft, which is achieved by calculating the maximum shearing stress in...
187
Plastic Deformations
129
Plastic deformation represents a fundamental concept in materials science, which explains the irreversible change in the shape of a material when it experiences stress beyond its elastic capability. This phenomenon is important in structural engineering, especially in designing and analyzing cantilever beams—structures that are securely fixed at one end and bear loads at the opposite end. When these beams are subjected to loads within their elastic range, they will return to their...
129


