削减螺栓深度对故障圆几何学的影响:数值FEM分析和实验验证
Józef Jonak1, Andrzej Wójcik1, Robert Karpiński1
1Department of Machine Design and Mechatronics, Faculty of Mechanical Engineering, Lublin University of Technology, ul. Nadbystrzycka 36, 20-618 Lublin, Poland.
Materials (Basel, Switzerland)
|February 13, 2025
概括
这项研究发现,切割下方嵌深度或头径与砂岩中的初始圆失效角度之间没有明确的联系. 这些发现与一些文献形成鲜明对比,并为设计和安全提供了实用的见解.
科学领域:
- 地质技术工程 地质技术工程
- 岩石机械学 岩石机械学
- 结构分析 结构分析
背景情况:
- 切下在岩石工程中至关重要.
- 了解断角 (α) 对于设计至关重要.
- 现有的研究往往忽略了形几何学对故障发展的影响.
研究的目的:
- 为了研究有效嵌入深度 (h_ef) 和头直径对形故障角度 (α) 的影响.
- 在拉出条件下分析切割下方的圆断裂形成.
- 将数值模拟与现场测试数据进行比较.
主要方法:
- 在ABAQUS.中使用有限元法 (FEM) 和XFEM算法进行数值分析.
- 模拟引测试,使用不同的嵌入深度和头大小.
- 数值结果与砂岩的现场拉出试验的验证.
主要成果:
- 在数值和实地测试结果之间取得了良好的一致性.
- 在嵌入深度或头直径和砂岩中的初始圆失效角度之间没有明确的相关性.
- 数字和现场结果与作者之前的研究一致.
结论:
- 这项研究解决了对深度对故障几何学影响的理解上的差距.
- 调查结果为地质工程设计规范和安全评估提供了实际见解.
- 结果表明,嵌入深度和头径可能不会显著影响特定岩石类型的初始圆失效角度.
相关概念视频
Design of Columns under a Centric Load
104
The design of columns under centric load is a fundamental aspect of structural engineering and is critical for ensuring the stability and integrity of structures. Euler's and Secant's formulas are central to understanding and calculating the critical load and deformation behaviors of columns, providing a basis for safe and effective structural design.
Euler's formula is applicable under the assumption that the column is a perfect, straight, homogenous prism, and it is operating...
Euler's formula is applicable under the assumption that the column is a perfect, straight, homogenous prism, and it is operating...
104
Thin-Walled Hollow Shafts
163
In analyzing a thin-walled hollow shaft subjected to torsional loading, a segment with width dx is isolated for examination. Despite its equilibrium state, this segment faces torsional shearing forces at its ends. These forces are quantitatively described by the product of the longitudinal shearing stress on the segment's minor surface and the area of this surface, leading to the concept of shear flow. This shear flow is consistent throughout the structure, indicating a uniform distribution...
163
Stress Concentrations in Circular Shafts
161
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...
161
Screw: Problem Solving
390
In mechanical engineering, the interaction between a threaded screw shaft and a plate gear involves analyzing the resisting torque on the plate gear that can be overpowered when a specific torsional moment is applied to the shaft. To better comprehend this concept, consider a generic situation with a threaded screw shaft with a given mean radius and lead and a plate gear with a specified mean radius. The coefficient of static friction between the screw and gear is also provided.
To evaluate the...
To evaluate the...
390
Bearings: Problem Solving
269
Understanding the calculations and concepts related to double-collar bearings is essential for engineers and designers to optimize the performance of these components in various applications. By analyzing the bearing under different conditions, one can ensure that it can withstand the forces and moments experienced during operation. This knowledge enables better decision-making when designing and selecting bearings for specific purposes and configurations. Consider a double-collar bearing with...
269
Beams with Unsymmetric Loadings
111
Analyzing a supported beam under unsymmetrical loadings is essential in structural engineering to understand how beams respond to varied force distributions. This analysis involves calculating the deflection and identifying points where the slope of the beam is zero, which are crucial for ensuring structural stability and functionality.
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
111


