eCite Digital Repository
A novel nonlinear solution for the polygon scaled boundary finite element method and its application to geotechnical structures
Citation
Chen, K and Zou, D and Kong, X and Chan, A and Hu, Z, A novel nonlinear solution for the polygon scaled boundary finite element method and its application to geotechnical structures, Computers and Geotechnics, 82 pp. 201-210. ISSN 0266-352X (2017) [Refereed Article]
Copyright Statement
Copyright 2016 Elsevier Ltd.
DOI: doi:10.1016/j.compgeo.2016.09.013
Abstract
The polygon scaled boundary finite element method is semi-analytical and known for its high precision. However, the material nonlinearity cannot be maintained because this method uses an analytical solution in the radial direction. In this paper, a novel nonlinear algorithm is developed by introducing internal Gaussian points over a subdomain. The response of nonlinearity for a concrete-faced rockfill dam is modeled. The results correspond well with the results from finite element modelling, which demonstrates the method can be used to describe the nonlinear characteristics of geomaterials. Furthermore, this method offers promising flexibility for analyzing complex geometries without decreasing the precision.
Item Details
| Item Type: | Refereed Article |
|---|---|
| Keywords: | polygon element, elasto-plastic, scaled boundary finite element, finite element method |
| Research Division: | Engineering |
| Research Group: | Civil engineering |
| Research Field: | Civil geotechnical engineering |
| Objective Division: | Construction |
| Objective Group: | Construction design |
| Objective Field: | Civil construction design |
| UTAS Author: | Chan, A (Professor Andrew Chan) |
| ID Code: | 114893 |
| Year Published: | 2017 |
| Web of Science® Times Cited: | 53 |
| Deposited By: | Engineering |
| Deposited On: | 2017-03-01 |
| Last Modified: | 2022-08-29 |
| Downloads: | 0 |
Repository Staff Only: item control page