延伸到使用高斯分布式参数的吉尔斯-阿瑟顿歇斯底里斯模型,用于和化的工程钢
Alasdair Regan1, John Wilson1, Anthony J Peyton1
1Department of Electrical and Electronic Engineering, The University of Manchester, Oxford Road, Manchester M13 9PL, UK.
Sensors (Basel, Switzerland)
|March 17, 2025
概括
吉尔斯-阿瑟顿模型与工程钢质歇斯底里循环作斗争. 用高斯变量修改参数可以提高和和钢的精度.
科学领域:
- 材料科学 材料科学 材料科学
- 凝聚物质物理学 凝聚物质物理学
- 电磁主义 电磁主义
背景情况:
- 由于其效率和简单性,吉尔斯-阿瑟顿 (J-A) 模型被广泛用于铁磁歇斯底里.
- 然而,其适用于特定工程钢微结构的应用性需要进一步研究.
研究的目的:
- 为了评估J-A模型对灭环在灭和灭和化工程钢的准确性.
- 建议对J-A模型进行修改,以改善实验数据的表示.
主要方法:
- 对工程钢的磁性歇斯底里循环进行实验测量.
- 标准吉尔斯-阿瑟顿模型的应用和分析.
- 修改J-A模型参数使用高斯变化与应用磁场的关系.
主要成果:
- 标准的J-A模型未能准确地捕捉像快速循环收窄等特征,灭钢和炼钢的尖角落.
- 将高斯变异应用于J-A模型参数显著改善了适合实验主要歇斯底里循环的情况.
- 改进后的模型展示了与石油和天然气行业相关的工程钢的卓越性能.
结论:
- 目前的吉尔斯-阿瑟顿模型不足以准确地建模某些工程钢中的歇斯底里.
- 高斯变化提供了一种可行的方法来增强J-A模型对这些材料的预测能力.
- 这种改进的模型对材料表征在苛刻的工业应用中具有实际意义.
相关概念视频
Mechanical Characteristics of Steel
380
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...
380
Yield Criteria for Ductile Materials under Plane Stress
135
In designing structural elements and machine parts using ductile materials, it is crucial to ensure that these components withstand applied stresses without yielding. Yielding is initially determined through a tensile test, which evaluates the material's response to uniaxial stress. However, tensile stress is insufficient when components face biaxial or plane stress conditions This condition requires advanced criteria to predict failure.
The Maximum Shearing Stress Criterion, also known as...
The Maximum Shearing Stress Criterion, also known as...
135
Stress-Strain Diagram - Ductile Materials
581
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...
581
Temperature Dependent Deformation
134
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...
134
Elastic Strain Energy for Shearing Stresses
144
As discussed in previous lessons, strain energy in a material is the energy stored when it is elastically deformed, a concept crucial in materials science and mechanical engineering. This energy results from the internal work done against the cohesive forces within the material. When a material undergoes shearing stress and corresponding shearing strain, the strain energy density, which is the energy stored per unit volume, is calculated. Within the elastic limit, where the stress is...
144
Residual Stresses
198
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...
198


