基于通用权函数的偏心嵌入裂纹应力强度因子数据库的建立

Tongge Xu, S. Ding, Guo Li
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引用次数: 2

摘要

概率失效风险分析是当前适航研究的重要内容。在概率失效风险分析的断裂力学模块中,高效、准确的应力强度因子(SIF)求解至关重要。通用权函数(Universal weight function, UWF)是一种计算效率高、精度高的SIF计算方法。然而,UWF的具体系数仍然未知,几何参数和这些系数的规律也没有明确。这一限制阻碍了该方法的后续应用。本文讨论了一般的偏心嵌埋裂缝。采用响应面法(RSM)作为建立数据库的一种手段,构建了超水场中各系数与几何参数之间的关系。在一定范围内,UWF与有限元法的平均绝对百分比误差小于4%。采用高斯过程回归可以更好地拟合数据,特别是当裂纹靠近板边界且r平方大于0.96时。此外,本文还讨论了给定板中某一嵌埋裂纹的偏移距离对SIFs的影响。结果表明,均匀应力场中SIFs的变化依赖于板块边界。而在非均匀分布应力场中,当裂纹不太靠近板边界时,应力主导了SIFs的变化。随后的数据库和讨论可以为进一步的研究提供一些参考和启示。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Establishment of the Off-Center Embedded Crack Stress Intensity Factor Database for Probabilistic Risk Assessment Based on Universal Weight Function
Probabilistic failure risk analysis is important in recent development of airworthiness. In the fracture mechanics module of probabilistic failure risk analysis, efficient and accurate stress intensity factor (SIF) solutions are vital. Universal weight function (UWF) is a method that has a remarkable computational efficiency and high accuracy in SIF calculation. However, the concrete coefficients in the UWF remain unknown, and the rules of the geometric parameters and these coefficients have not been clarified. This limitation hinders the subsequent application of the method. This article discusses general off-center embedded cracks. The response surface method (RSM), as a means of database establishment, is used to construct the relations between the coefficients in the UWF and geometric parameters. The mean absolute percentage errors of the SIFs between UWF and finite element method are less than 4% within a certain range. Gaussian process regression is adopted to better fit the data, especially when the crack is near the plate boundary and the R-square is over 0.96. In addition, the effect of the offset distance on SIFs is discussed for a certain embedded crack in a given plate. Results show that changes in the SIFs are dependent on the plate boundary in the uniform stress field. However, stress predominates the changes in the SIFs when the crack is not very close to the plate boundary in the nonuniform distributed stress fields. The databases and discussion that followed can provide some reference and inspiration for further research.
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