An extended isogeometric boundary element formulation for three-dimensional linear elastic fracture mechanics

被引:0
|
作者
Rocha, Matheus [1 ,2 ]
Trevelyan, Jon [2 ]
Leonel, Edson Denner [1 ]
机构
[1] Univ Sao Paulo, Sao Carlos Sch Engn, Dept Struct Engn, Ave Trabalhador Sao Carlense 400, BR-13566590 Sao Carlos, SP, Brazil
[2] Univ Durham, Dept Engn, South Rd, Durham DH1 3LE, England
基金
巴西圣保罗研究基金会; 瑞典研究理事会;
关键词
Extended isogeometric boundary element; method; Enriched formulations; Three-dimensional fracture mechanics; Linear elastic fracture mechanics; Stress intensity factors; FATIGUE-CRACK GROWTH; STRESS INTENSITY FACTORS; BRITTLE-FRACTURE; GENERAL ALGORITHM; SIMULATION; IMPLEMENTATION; PROPAGATION; FEM; INITIATION; INTEGRALS;
D O I
10.1016/j.cma.2024.116872
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a novel extended isogeometric boundary element formulation (XIGABEM) for three-dimensional linear elastic fracture mechanics. The formulation utilises the Dual BEM to accommodate coincident geometries for opposing crack surfaces, and inherits the wellknown advantages of the NURBS basis as other isogeometric implementations. The originality herein involves the extension of the above -mentioned scheme to 3D using enrichment functions derived from asymptotic solutions for near -field crack tip displacements, in which Williams' expansions are used on the crack surfaces and on the boundaries crossed by the crack front. Besides, Heaviside functions enrich external boundaries and allow the displacement discontinuity modelling. As with most enriched formulations, additional degrees of freedom are introduced; novel strategies are presented for the generation of auxiliary equations to recover a square system. Another key element of the proposed scheme is that the stress intensity factors are recovered directly from the solution vector and no post processing is required. Four applications demonstrate the formulation robustness, with results of models having comparatively few degrees of freedom comparing well against classical and other published results.
引用
收藏
页数:33
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