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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
Citation: 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.
URI: http://hdl.handle.net/1942/12271
ISI #: 000313557900144
ISBN: 978-84-899-2573-1
Category: C1
Type: Proceedings Paper
Appears in Collections: Construction engineering
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