Modes I-II-III stress intensity factors of a semi-elliptical surface crack at a round bar under torsion loading by FEM and DBEM

Q2 Materials Science
M. Barrinaya, Muhammad Nayomi Alfiyuranda, M. Ramezani, I. Putra, Singh Ramesh, P. Kadarno, S. Hastuty, J. Purbolaksono
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引用次数: 3

Abstract

The corner point singularity of surface cracks by finite element method (FEM) has become a numerical concern decades ago. The literature showed that the stress intensity factors (SIFs) at the corner points were often excluded. Further, most SIFs were reported for larger ratios of the crack depth over cylinder diameter. This paper presents the SIFs (Modes I, II and III) of a semi-elliptical surface crack at a solid round bar under torsion. The tetrahedral and hexahedral elements were used in the finite element modelling. The effects of the loading mode and the crack aspect ratio on the corner point singularity were discussed. The tetrahedral meshing was generally observed to be more suitable for modelling relatively small surface cracks, particularly in respect to the corner point singularity. For all loading modes, the SIFs away from the corner points of using the tetrahedral meshing were found to have fairly good agreement with those by dual boundary element method (DBEM).
扭转载荷作用下圆杆半椭圆表面裂纹的I-II-III型应力强度因子有限元和DBEM分析
表面裂纹角点奇异性的有限元分析在几十年前就已成为数值研究的热点。文献表明,角点处的应力强度因子(SIFs)往往被排除在外。此外,大多数SIFs报告的裂纹深度比圆柱直径大。本文给出了实心圆杆处半椭圆表面裂纹在扭转作用下的SIFs (I、II和III型)。采用四面体和六面体单元进行有限元建模。讨论了加载方式和裂纹长径比对角点奇异性的影响。一般观察到四面体网格更适合于模拟相对较小的表面裂纹,特别是在角点奇点方面。在所有加载模式下,采用四面体网格法得到的远离角点的SIFs与采用双边界元法(DBEM)得到的SIFs具有较好的一致性。
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来源期刊
Engineering Solid Mechanics
Engineering Solid Mechanics Materials Science-Metals and Alloys
CiteScore
3.00
自引率
0.00%
发文量
21
期刊介绍: Engineering Solid Mechanics (ESM) is an online international journal for publishing high quality peer reviewed papers in the field of theoretical and applied solid mechanics. The primary focus is to exchange ideas about investigating behavior and properties of engineering materials (such as metals, composites, ceramics, polymers, FGMs, rocks and concretes, asphalt mixtures, bio and nano materials) and their mechanical characterization (including strength and deformation behavior, fatigue and fracture, stress measurements, etc.) through experimental, theoretical and numerical research studies. Researchers and practitioners (from deferent areas such as mechanical and manufacturing, aerospace, railway, bio-mechanics, civil and mining, materials and metallurgy, oil, gas and petroleum industries, pipeline, marine and offshore sectors) are encouraged to submit their original, unpublished contributions.
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