Valentino, J., Gilbert, M. orcid.org/0000-0003-4633-2839, Gueguin, M. et al. (1 more author) (2023) Limit analysis of masonry walls using discontinuity layout optimization and homogenization. International Journal for Numerical Methods in Engineering, 124 (2). pp. 358-381. ISSN 0029-5981
Abstract
A numerical limit analysis model for masonry walls subject to in-plane loading is posed as a discontinuity layout optimization (DLO) problem, with the masonry conveniently modeled using a smeared continuum (“macromodeling”) approach and a homogenized yield surface. Unlike finite element limit analysis, DLO is formulated entirely in terms of discontinuities and can produce accurate solutions for problems involving singularities naturally, without the need for mesh refinement. In the homogenized model presented, masonry joints are reduced to interfaces, with sliding governed by an associative friction flow rule and blocks are assumed to be infinitely resistant. The model takes account of the interlock ratio of the masonry blocks, their aspect ratio and the cohesion and coefficient of friction of interfaces in both the vertical and horizontal directions. Results from the proposed model are compared with those from the literature, showing that complex failure mechanisms can be identified and that safe estimates of load carrying capacity can be obtained. Finally, to demonstrate the utility of the proposed modeling approach, it is applied to more complex problems involving interactions with other elements, such as voussoir arches and weak underlying soil layers.
Metadata
Item Type: | Article |
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Authors/Creators: |
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Copyright, Publisher and Additional Information: | © 2022 The Authors. This is an open access article under the terms of the Creative Commons Attribution License, which permits use, distribution and reproduction in any medium, provided the original work is properly cited. (https://creativecommons.org/licenses/by/4.0/) |
Keywords: | discontinuity layout optimization; homogenization; limit analysis; masonry |
Dates: |
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Institution: | The University of Sheffield |
Academic Units: | The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield) |
Funding Information: | Funder Grant number Engineering and Physical Sciences Research Council EP/T001305/1 |
Depositing User: | Symplectic Sheffield |
Date Deposited: | 18 Oct 2022 11:28 |
Last Modified: | 25 Sep 2024 13:51 |
Status: | Published |
Publisher: | Wiley |
Refereed: | Yes |
Identification Number: | 10.1002/nme.7124 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:191918 |