通过CJP模型研究有效的压力强度因子,使用全场实验数据
Alonso Camacho-Reyes1, Jose Manuel Vasco-Olmo1, Giancarlo Luis Gómez Gonzales1
1Departamento de Ingeniería Mecánica y Minera, Universidad de Jaén, 23071 Jaen, Spain.
Materials (Basel, Switzerland)
|August 26, 2023
概括
克里斯托弗-詹姆斯-帕特森模型有效地分析了的疲劳裂生长,将压力因素分开,以揭示裂屏蔽现象. 该模型验证了裂纹力学中的热弹性和数字图像相关数据.
科学领域:
- 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:
- 疲劳裂的生长受到裂关闭和屏蔽等复杂现象的影响.
- 精确评估应力强度因子范围对于预测材料疲劳寿命至关重要.
研究的目的:
- 应用克里斯托弗-詹姆斯-帕特森裂尖领域模型来分析有效的压力强度因子范围.
- 通过将有效应力强度因子分为弹性和阻滞元件来研究裂纹屏蔽现象.
- 用热弹性和数字图像相关性实验数据验证模型的有效性.
主要方法:
- 疲劳裂生长测试是在纯二级的紧张紧张样本上进行的.
- 使用热弹性应力分析和数字图像相关性 (DIC) 来测量各种裂纹长度的数据.
- 克里斯托弗-詹姆斯-帕特森模型被用来推断和评估有效的压力强度因子范围.
主要成果:
- 在热弹性和DIC测量之间观察到很强的一致性 (平均偏差约为2%).
- 克里斯托弗-詹姆斯-帕特森模型在分析可塑性显著的断裂力学现象时证明了其有效性.
- 该研究强调了除了简单的裂关闭之外,裂屏蔽效应的重要性.
结论:
- 克里斯托弗-詹姆斯-帕特森模型为合理化疲劳裂增长率提供了一个强大的框架.
- 该模型区分弹性和阻滞元件的能力有助于理解裂纹屏蔽机制.
- 实验验证证证实了该模型在先进的骨折力学研究中的实用性.
相关概念视频
Stress Concentrations
255
The concept of stress concentration is crucial for understanding how materials respond under bending stresses, particularly when there are irregularities or discontinuities in the material's geometry. Normally, stress in a symmetric member subjected to pure bending is assumed to be uniformly distributed across the entire cross-section. However, this assumption does not hold when there are variations in the cross-sectional geometry or the presence of notches and holes.
The stress...
The stress...
255
Stress: General Loading Conditions
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To grasp the intricacy of real-world conditions where multiple loads are applied simultaneously to a structure, one might visualize a section passing through a specific point within a body, aligned parallel to the xy plane. This section is subjected to various forces, including original loads, normal forces, and shearing forces.
The shearing force, possessing potential directionality within the plane of the section, is simplified into two component forces running parallel to the x and y axes....
The shearing force, possessing potential directionality within the plane of the section, is simplified into two component forces running parallel to the x and y axes....
335
Stresses under Combined Loadings
173
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...
173
Principal Stresses
241
The graphical depiction of normal and shearing stress equations is represented by a circle, demonstrating the interplay between these stresses under different angular conditions. The center of this circle C, located on the vertical axis, represents the average normal stress, while its radius shows the range of stress variations. At points A and B, where the circle intersects the horizontal axis, the maximum and minimum normal stresses are observed, occurring without shearing stress. These...
241
Stress Concentrations in Circular Shafts
200
Consider the elastic torsion formula, which applies to a circular shaft with a consistent cross-section. This formula assumes that the shaft's ends are loaded with rigid plates firmly attached. However, in many cases, torques are applied to the shaft through mechanisms like flange couplings or gears, which are connected by keys inserted into keyways. This application method modifies the stress distribution near the point of torque application, causing it to deviate from the distributions...
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Components of Stress
242
Stress analysis under multiple loading conditions is intricate, necessitating a comprehensive grasp of normal and shearing stresses. Consider a small cube at point O, subjected to stress on all six faces, visible or not. Normal stress components σx, σy, σz act perpendicularly to the x, y, and z axes. Shearing stress components τxy and τxz are exerted on faces perpendicular to these axes.
Interestingly, the hidden cube faces also experience these stresses, equal and...
Interestingly, the hidden cube faces also experience these stresses, equal and...
242


