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Fatigue Crack Growth Analysis On Square Prismatic With Embedded Cracks Under Tension Loading

机译:拉伸载荷作用下含嵌缝的方形棱柱疲劳裂纹扩展分析

摘要

One of the most important issues yet to be overcome by engineers is the integrity and reliability of engineering structures. This is to ensure the safety of the engineering structure is at the greatest since the catastrophic failures usually occur due to fatigue crack growth. Due to insufficient studies on the fatigue embedded crack growth, the prismatic bar is chosen as the model of the structure. It is wise to select the solid bar since the analysis can be much simpler, thus making it easier to examine the behaviour of the fatigue crack growth. In this study, the metallic square prismatic with embedded cracks is analysed using S-version Finite Element Modelling (S-version FEM) under tension loading. The S-version FEM is an open source program, that is built from codes previously compiled as a program. The S-version FEM structured using the global-local overlay technique consists of two separate global and local meshes. By using the basic concept from the energy release rate and stress intensity factors (SIF), the behaviour of the fatigue crack growth is analysed. From the linear elastic fracture mechanics concept, the SIF is calculated using the virtual crack closure-integral method. The influences of different initial crack size and aspect ratios on the fatigue crack growth are investigated in this study. In addition, the SIF results from the S-version FEM are compared with the analytical solutions. From the analysis, the root mean square errors (RMSE) are performed to support the validation. The RMSE shows a very small error of 0.227, 0.086 and 0.3089 according to the aspect ratio of 0.5, 1.0 and 2.0, respectively. The results also show significant characteristics and behaviour of the SIF trend along the crack front, corresponding to different aspect ratios. From this study, the S-version FEM is suitable to be used to predict the fatigue crack growth for the cracks embedded in a structure. Subsequently, the S-version FEM is an open source program can be modified for increasingly complex engineering problems.
机译:工程师尚需克服的最重要问题之一是工程结构的完整性和可靠性。这是为了确保工程结构的安全性最大化,因为灾难性故障通常是由于疲劳裂纹的增长而发生的。由于对疲劳嵌入裂纹扩展的研究不足,因此选择棱柱作为结构模型。选择实心条是明智的,因为分析可以更简单,因此更容易检查疲劳裂纹扩展的行为。在这项研究中,利用拉力载荷下的S型有限元建模(S-version FEM)分析了嵌入裂纹的金属方形棱柱。 S版本FEM是一个开源程序,它是由以前编译为程序的代码构建的。使用全局局部覆盖技术构造的S版本FEM由两个单独的全局网格和局部网格组成。通过使用能量释放速率和应力强度因子(SIF)的基本概念,分析了疲劳裂纹扩展的行为。根据线性弹性断裂力学概念,使用虚拟裂纹闭合积分方法计算SIF。本研究研究了不同初始裂纹尺寸和纵横比对疲劳裂纹扩展的影响。此外,还将S版本FEM的SIF结果与分析解决方案进行了比较。通过分析,执行均方根误差(RMSE)以支持验证。根据长宽比0.5、1.0和2.0,RMSE分别显示0.227、0.086和0.3089的非常小的误差。结果还显示出沿裂纹前沿的SIF趋势的显着特征和行为,对应于不同的长宽比。根据这项研究,S型FEM适用于预测嵌入结构的裂纹的疲劳裂纹扩展。随后,S版本FEM是一个开源程序,可以针对日益复杂的工程问题进行修改。

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