通过弹性极限拉伸点确定弹性体的疲劳值
Xinglinmao Li1, Wen Li1,2, Jia Cheng1
1School of Materials Science and Engineering, Ocean University of China, Qingdao, 266100, P. R. China. liwen3710@ouc.edu.cn.
Soft matter
|May 20, 2024
概括
一种新方法使用弹性极限拉伸点准确预测弹性纤维疲劳值,减少了40%的测试时间. 这种快速方法提高了材料的耐用性预测,包括新的双网弹性体.
科学领域:
- 材料科学 材料科学 材料科学
- 聚合物科学 聚合物科学
- 机械工程 机械工程
背景情况:
- 精确的疲劳值确定对于弹性体耐用性和寿命预测至关重要.
- 计算弹性体疲劳值的现有方法往往耗时且缺乏精度.
研究的目的:
- 开发一种快速准确的方法来计算弹性体的疲劳值.
- 合成和表征一种具有增强性能的新型双网弹性体.
主要方法:
- 提出了一种新的方法来计算疲劳值,使用从连续的穆林斯试验中获得的弹性极限拉伸点.
- 通过相互透网络方法合成了一种双网络弹性体.
- 评估材料性能,包括弹性,性和疲劳值在0°C和室温下.
主要成果:
- 拟议的方法显著减少了弹性体疲劳测试时间约40%.
- 该方法在0°C的弹性体上是有效的.
- 合成的双网弹性体表现出更好的弹性 (2.1 MPa, 3.1 MPa),性 (1423 J m−2, 2100 J m−2),更高的疲劳值 (125 J m−2, 385 J m−2) 在0°C和室温下.
结论:
- 这种新方法为弹性体疲劳值的确定提供了更快,更准确的方法.
- 开发的双网弹性体表现出优异的机械性能和潜在的应用,如海洋防腐.
相关概念视频
Fatigue
181
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...
181
Plastic Behavior
196
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...
196
Elasticity
3.5K
Elasticity is the ability of an object to withstand the effects of distortion and to return to its original size and shape once the forces causing deformation are removed. When an elastic material deforms under the action of an external force, it experiences internal resistance to the deformation. However, if no external force is applied, it returns to its original state.
The elasticity of an object can be described by a stress-strain curve, which represents the relationship between stress...
The elasticity of an object can be described by a stress-strain curve, which represents the relationship between stress...
3.5K
Yield Criteria for Ductile Materials under Plane Stress
160
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...
160
Strain-Energy Density
392
Understanding the strain energy density in materials under axial load is crucial for evaluating their mechanical behavior and durability. When a rod is subjected to such a load, it elongates and stores energy, known as strain energy, as potential energy within the material. This energy is measured in terms of energy per unit volume.
In the elastic region of a material, the relationship between the stress and the strain is linear and follows Hooke's Law. The strain energy density in this...
In the elastic region of a material, the relationship between the stress and the strain is linear and follows Hooke's Law. The strain energy density in this...
392
Elasticity in Concrete
92
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
92


