- Title
- Rigid-plastic large-deformation analysis of geotechnical penetration problems
- Creator
- da Silva, M. V.; Krabbenhoft, K.; Lyamin, A. V.; Sloan, S. W.
- Relation
- 13th International Conference of the International Association for Computer Methods and Advances in Geomechanics (IACMAG2011). Computer Methods for Geomechanics: Frontiers and New Applications. Volume 1. (Melbourne 9-11 May, 2011) p. 42-47
- Relation
- http://www.14iacmag.org
- Publisher
- University of New South Wales (UNSW), Centre for Infrastructure Engineering and Safety (CIES)
- Resource Type
- conference paper
- Date
- 2011
- Description
- A new sequential limit analysis scheme with application to geotechnical penetration problems is presented. The new scheme relies on previously developed procedures for classical limit analysis as well as on new adaptive remeshing techniques and robust and efficient mathematical programming algorithms. Two plane strain problems involving large penetration are presented to demonstrate the capabilities of the new scheme.
- Subject
- geotechnical penetration; limit analysis; finite element formulations; geomechanics
- Identifier
- http://hdl.handle.net/1959.13/1040947
- Identifier
- uon:13842
- Identifier
- ISBN:9780980824414
- Language
- eng
- Full Text
- Reviewed
- Hits: 3824
- Visitors: 4042
- Downloads: 433
Thumbnail | File | Description | Size | Format | |||
---|---|---|---|---|---|---|---|
View Details Download | ATTACHMENT01 | Publisher version (open access) | 793 KB | Adobe Acrobat PDF | View Details Download |