{"title":"A new formulation of SBFEM and its application to SIF computation of 3D crack","authors":"Yu Fu , Xin Xu , Zhiqiang Hu , Gao Lin","doi":"10.1016/j.engfracmech.2025.111355","DOIUrl":null,"url":null,"abstract":"<div><div>This paper presents a novel scaling line center based scaled boundary finite element method for accurately computing stress intensity factors in three-dimensional fracture problems. Traditional methods, such as the finite element method and the boundary element method, often necessitate mesh refinement near crack fronts, which can result in computational inefficiencies and potential inaccuracies. Although scaled boundary finite element method provides advantages in addressing crack tip singularities, its existing formulations depend on a single scaling center point, which imposes geometric constraints and reduces accuracy in complex crack geometries. The proposed scaling line center based scaled boundary finite element overcomes these limitations by taking the crack front as a scaling line center, characterizing the singularity of stress field and improving accuracy of the computation of the stress intensity factor. The proposed methodology is theoretically formulated within a Hamiltonian framework and rigorously validated through a series of benchmark problems, including: (1) a cantilever beam subjected to concentrated loading, (2) single-edge crack specimens under both uniaxial tension and shear loading conditions, and (3) a lens-shaped crack embedded in a cubic domain under hydrostatic tension. Its ability to efficiently model complex three-dimensional cracks make it a valuable method for structural integrity assessment and failure analysis in fracture mechanics.</div></div>","PeriodicalId":11576,"journal":{"name":"Engineering Fracture Mechanics","volume":"325 ","pages":"Article 111355"},"PeriodicalIF":4.7000,"publicationDate":"2025-06-18","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Engineering Fracture Mechanics","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0013794425005569","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"MECHANICS","Score":null,"Total":0}
引用次数: 0
Abstract
This paper presents a novel scaling line center based scaled boundary finite element method for accurately computing stress intensity factors in three-dimensional fracture problems. Traditional methods, such as the finite element method and the boundary element method, often necessitate mesh refinement near crack fronts, which can result in computational inefficiencies and potential inaccuracies. Although scaled boundary finite element method provides advantages in addressing crack tip singularities, its existing formulations depend on a single scaling center point, which imposes geometric constraints and reduces accuracy in complex crack geometries. The proposed scaling line center based scaled boundary finite element overcomes these limitations by taking the crack front as a scaling line center, characterizing the singularity of stress field and improving accuracy of the computation of the stress intensity factor. The proposed methodology is theoretically formulated within a Hamiltonian framework and rigorously validated through a series of benchmark problems, including: (1) a cantilever beam subjected to concentrated loading, (2) single-edge crack specimens under both uniaxial tension and shear loading conditions, and (3) a lens-shaped crack embedded in a cubic domain under hydrostatic tension. Its ability to efficiently model complex three-dimensional cracks make it a valuable method for structural integrity assessment and failure analysis in fracture mechanics.
期刊介绍:
EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.