Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/81602
Type: | Conference paper |
Title: | A continuous-discontinuous model for softening and cracking based on non-local gradient elasticity |
Author: | Rodriguez-Ferran, A. Tamayo-Mas, E. Bennett, T. Askes, H. |
Citation: | Computational Plasticity X - Fundamentals and Applications, 2009: pp.1-4 |
Publisher: | CIMNE |
Publisher Place: | Online |
Issue Date: | 2009 |
ISBN: | 9788496736696 |
Conference Name: | Computational Plasticity X - Fundamentals and Applications (2009 : Barcelona, Spain) |
Editor: | Onate, E. Owen, D.R.J. Suarez, B. |
Statement of Responsibility: | Antonio Rodríguez-Ferran, Elena Tamayo-Mas, Terry Bennett and Harm Askes |
Abstract: | A continuous-discontinuous model entirely based on displacements is presented. Crack initiation and propagation is modelled in a smeared way, and regularised by means of a gradient-enriched displacement field, whereas the final stages of failure are represented with a discrete crack approach (XFEM), with actual discontinuities in the two displacement fields. |
Keywords: | Regularisation strain-softening cracking X-FEM non-locality |
Rights: | © CIMNE, Barcelona, 2009 |
Description (link): | http://congress.cimne.com/complas09/proceedings/ |
Published version: | http://congress.cimne.upc.es/complas09/proceedings/pdfs/p716.pdf |
Appears in Collections: | Aurora harvest 4 Civil and Environmental Engineering publications |
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.