Abstract
An extended isogeometric element formulation (XIGA) for analysis of through-the-thickness cracks in thin shell structures is developed. The discretization is based on Non-Uniform Rational B-Splines (NURBS). The proposed XIGA formulation can reproduce the singular field near the crack tip and the discontinuities across the crack. It is based on the Kirchhoff-Love theory where C1-continuity of the displacement field is required. This condition is satisfied by the NURBS basis functions. Hence, the formulation eliminates the need of rotational degrees of freedom or the discretization of the director field facilitating the enrichment strategy. The performance and validity of the formulation is tested by several benchmark examples.
Original language | English |
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Pages (from-to) | 265-291 |
Number of pages | 27 |
Journal | Computer Methods in Applied Mechanics and Engineering |
Volume | 284 |
DOIs | |
Publication status | Published - 2015 Feb 1 |
Bibliographical note
Funding Information:Nhon Nguyen-Thanh and Laura De Lorenzis would like to acknowledge the financial support from the European Research Council Starting Researcher Grant “INTERFACES” , Grant agreement No. 279439 . Xiaoying Zhuang gratefully acknowledges the support of NSFC ( 41130751 ), National Basic Research Program of China (973 Program: 2011CB013800 ), and Shanghai Pujiang Program ( 12PJ1409100 ).
Publisher Copyright:
© 2014 Elsevier B.V.
Keywords
- Fracture mechanics
- Isogeometric analysis
- NURBS
- Thin shells
- XFEM
- XIGA
ASJC Scopus subject areas
- Computational Mechanics
- Mechanics of Materials
- Mechanical Engineering
- General Physics and Astronomy
- Computer Science Applications