Please use this identifier to cite or link to this item:
https://hdl.handle.net/10356/103289
Title: | An automatic adaptive refinement procedure for the reproducing kernel particle method. Part II : adaptive refinement | Authors: | Lee, Chi King Shuai, Y. Y. |
Keywords: | DRNTU::Engineering::Civil engineering::Structures and design | Issue Date: | 2006 | Source: | Lee, C. K., & Shuai, Y. Y. (2007). An automatic adaptive refinement procedure for the reproducing kernel particle method. Part II: Adaptive refinement. Computational Mechanics, 40(3), 415-427. | Series/Report no.: | Computational mechanics | Abstract: | In Part II of this study, an automatic adaptive refinement procedure using the reproducing kernel particle method (RKPM) for the solution of 2D linear boundary value problems is suggested. Based in the theoretical development and the numerical experiments done in Part I of this study, the Zienkiewicz and Zhu (Z–Z) error estimation scheme is combined with a new stress recovery procedure for the a posteriori error estimation of the adaptive refinement procedure. By considering the a priori convergence rate of the RKPM and the estimated error norm, an adaptive refinement strategy for the determination of optimal point distribution is proposed. In the suggested adaptive refinement scheme, the local refinement indicators used are computed by considering the partition of unity property of the RKPM shape functions. In addition, a simple but effective variable support size definition scheme is suggested to ensure the robustness of the adaptive RKPM procedure. The performance of the suggested adaptive procedure is tested by using it to solve several benchmark problems. Numerical results indicated that the suggested refinement scheme can lead to the generation of nearly optimal meshes for both smooth and singular problems. The optimal convergence rate of the RKPM is restored and thus the effectivity indices of the Z–Z error estimator are converging to the ideal value of unity as the meshes are refined. | URI: | https://hdl.handle.net/10356/103289 http://hdl.handle.net/10220/19233 |
DOI: | 10.1007/s00466-006-0113-2 | Schools: | School of Civil and Environmental Engineering | Rights: | © 2006 Springer. This is the author created version of a work that has been peer reviewed and accepted for publication by Computational Mechanics, Springer. It incorporates referee’s comments but changes resulting from the publishing process, such as copyediting, structural formatting, may not be reflected in this document. The published version is available at: [Article DOI: http://dx.doi.org/10.1007/s00466-006-0113-2]. | Fulltext Permission: | open | Fulltext Availability: | With Fulltext |
Appears in Collections: | CEE Journal Articles |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
LCK_CM4.pdf | 216.18 kB | Adobe PDF | ![]() View/Open |
SCOPUSTM
Citations
20
15
Updated on Mar 22, 2025
Web of ScienceTM
Citations
20
12
Updated on Oct 24, 2023
Page view(s) 50
511
Updated on Mar 28, 2025
Download(s) 20
304
Updated on Mar 28, 2025
Google ScholarTM
Check
Altmetric
Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.