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A structured grid based B-Spline finite elements method combining local isogeometry analysis technique for crack problems.

Authors :
Liu, Yanan
Liu, Yinghua
Ding, Keqin
Source :
Computer Methods in Applied Mechanics & Engineering. May2019, Vol. 348, p753-775. 23p.
Publication Year :
2019

Abstract

Abstract In this paper, a structured mesh based B-Spline finite elements (BSFE) method combining the isogeometry analysis technique is developed for analyzing crack problems. The BSFE is used for the global approximation and the isogeometry analysis technique is performed on the local crack tip region which is covered by several elements around the crack tip. The geometry of the selected crack tip region is described by the B-Spline basis functions in parameter space. Meanwhile, a specific function with relevant parameters is introduced into geometry description for catching the characters of the solution around the crack tip. In addition, the B-Spline basis functions are also used as basis functions to approximate the displacement field in the local region under the parameter space. The relevant B spline basis functions used for approximation in local region are replaced by the corresponding BSFE basis functions used in the interface elements adjacent to the local region and the seamless connection between the global approximation and the local isogeometry analysis can be easily achieved. For crack problems, no enrichment functions and remeshing are needed in this new method. This newly developed method is applied to the stress analysis of 2D linear elasticity crack problems in order to investigate its performance and study parameters. Numerical results show that the present method is highly accurate and stable. The new method has a promising potential for practical applications. Highlights • A new mapping technique is used to describe the geometry of the selected crack tip region in parameter space. • The seamless connection between the global approximation and the local isogeometry analysis can be easily achieved. • No enrichment functions and remeshing are needed for crack problems in this new method. • The present method is highly accurate, efficient and robust for crack problems. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
00457825
Volume :
348
Database :
Academic Search Index
Journal :
Computer Methods in Applied Mechanics & Engineering
Publication Type :
Academic Journal
Accession number :
135708595
Full Text :
https://doi.org/10.1016/j.cma.2019.01.038