Blended isogeometric-finite element analysis for large displacements linear elastic fracture mechanics

被引:5
|
作者
Rosa, R. J. R. [1 ]
Coda, H. B. [1 ]
Sanches, R. A. K. [1 ]
机构
[1] Univ Sao Paulo, Sao Carlos Sch Engn, Dept Struct Engn, Av Trabalhador Sao Carlense 400, BR-13566590 Sao Carlos, SP, Brazil
基金
巴西圣保罗研究基金会;
关键词
Blended spaces of functions; Domain decomposition technique; Isogeometric-finite element analysis combination; Crack propagation; Overlapped meshes; Large-displacement linear elastic fracture mechanics; GEOMETRICALLY NONLINEAR-ANALYSIS; POSITIONAL FEM FORMULATION; STRESS INTENSITY FACTORS; ARLEQUIN METHOD; CRACK-PROPAGATION; PARALLEL SOLUTION; DYNAMIC FRACTURE; SIMULATION; PLATES; SOLIDS;
D O I
10.1016/j.cma.2022.114622
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Isogeometric analysis plays an important role in solid mechanics, offering the possibility of integrating computer-aided design and structural analysis. However, isogeometric discretizations are not as flexible as standard finite elements ones, especially in the context of crack propagation analysis with continuous and complex remeshing. This paper presents a domain decomposition technique for introducing and propagating cracks in an isogeometrically discretized solid. In this technique, a standard triangular finite element mesh is overlapped to the isogeometric model and the basis functions of both discretizations are modified and blended over a region of the physical domain, leading to a new space of functions. This technique allows the insertion and propagation of discontinuities over an isogeometric discretization without modifying the original mesh. The proposed approach is applied to large and small displacements 2D linear elastic fracture mechanics problems, demonstrating to be a very robust, accurate and versatile tool.(c) 2022 Elsevier B.V. All rights reserved.
引用
收藏
页数:28
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