在完全逆向负载下,从裂纹状缺陷的短疲劳-裂纹生长预测基于循环R曲线的循环R曲线
Keisuke Tanaka1, Yoshiaki Akiniwa2
1School of Engineering, Nagoya University, 4-7-203 Ketsuzen-cho, Nishinomiya 662-0037, Japan.
Materials (Basel, Switzerland)
|September 28, 2024
概括
了解短疲劳裂传播对于耐缺陷结构至关重要. 这项研究表明,受塑性和初始缺陷大小影响的裂关闭,显著影响短裂生长,循环R曲线证明独立于初始缺陷长度.
科学领域:
- 机械工程 机械工程
- 材料科学 材料科学 材料科学
- 断裂力学 断裂力学 断裂力学
背景情况:
- 短时间的疲劳裂传播对于结构完整性和耐缺陷设计至关重要.
- 裂关闭显著影响短裂的行为,不同于长裂.
- 了解裂关闭机制对于准确的疲劳寿命预测至关重要.
研究的目的:
- 为了模拟疲劳裂闭合的积累,由于缺陷引起的短裂的可塑性.
- 调查初始裂状缺陷大小对短裂生长和停止的影响.
- 为了推导和验证短疲劳裂的循环R曲线.
主要方法:
- 利用修改后的条带产量模型来模拟塑性诱导的裂关闭.
- 假设的裂状缺陷最初是没有关闭的.
- 进行了恒定振幅负载测试,负载散射测试和 ΔK-恒定负载测试.
- 导出循环R曲线,考虑光滑样本中裂纹的开始.
主要成果:
- 发现循环R曲线在恒定振幅负载下独立于初始缺陷长度.
- 该研究系统地调查了缺陷大小对短裂生长和停止的影响.
- 循环R曲线被延长到超出疲劳极限,使用专门的负载条件.
结论:
- 塑性诱导的裂关闭显著影响短时间疲劳裂的传播.
- 衍生出的周期性R曲线提供了一个强大的方法来描述短裂纹行为.
- 这些发现适用于耐缺陷结构设计和疲劳寿命评估.
相关概念视频
Fatigue
174
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...
174
Fatigue Strength of Concrete
171
Fatigue, in the context of materials science and engineering, refers to the weakening or failure of a material caused by repeatedly applied loads, even if these loads are below the strength limit of the material. Fatigue strength in concrete is a critical property that influences its durability and longevity. Concrete can fail in two ways due to fatigue. Static fatigue or creep rupture occurs under a constant load or one that increases slowly. The other failure mode is due to cyclical or...
171
Plastic Behavior
192
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...
192
Creep in Concrete
181
Creep refers to the time-dependent increase in strain under a sustained load, excluding other time-dependent deformations associated with shrinkage, swelling, and thermal expansion in concrete. The primary mechanism behind creep involves the loss of physically adsorbed water from the calcium silicate hydrate within the hydrated cement paste. This process is further exacerbated by concrete's non-linear stress-strain relationship, microcrack development in the interfacial transition zone, and...
181
Yield Criteria for Ductile Materials under Plane Stress
155
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...
155
Residual Stresses in Bending
153
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...
153


