Please use this identifier to cite or link to this item:
http://hdl.handle.net/1942/12271
Title: | Time-dependent mesoscopic modelling of masonry using embedded weak discontinuities | Authors: | VANDOREN, Bram HEYENS, Koen DE PROFT, Kurt |
Issue Date: | 2011 | Source: | Oñate, Eugenio & Owen, David Roger Jones (Ed.) Proceedings of the 11th International Conference on Computational Plasticity (COMPLAS XI): vol. 1. | Abstract: | In this contribution, a rate-dependent mesoscopic masonry model is presented in which the mortar joints are incorporated by embedded weak discontinuities based on partitions of unity. Within the discontinuities, both an isotropic damage and a Perzyna viscoplastic model are used to describe joint degradation. The elastic domain of the joint behaviour is bounded by a modi ed Drucker-Prager yield function. The performance of the developed masonry model is demonstrated by the simulation of a three-point bending test and a shear wall test. | Keywords: | masonry, mesoscopic modelling, weak discontinuities, partition of unity | Document URI: | http://hdl.handle.net/1942/12271 | ISBN: | 978-84-899-2573-1 | ISI #: | 000313557900144 | Category: | C1 | Type: | Proceedings Paper |
Appears in Collections: | Non-affiliated authors |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
FullPaperCOMPLASXI_VANDOREN_DEPROFT.pdf | Published version | 384.46 kB | Adobe PDF | View/Open |
Page view(s)
32
checked on Sep 7, 2022
Download(s)
6
checked on Sep 7, 2022
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.