Modeling the behavior of radially pinned brick triplets

Haynes, J ORCID: https://orcid.org/0000-0002-7364-9447, Naggasa, A, Augusthus-Nelson, L ORCID: https://orcid.org/0000-0003-3092-7635, El-basir, F and Alsaleh, A 2019, Modeling the behavior of radially pinned brick triplets , in: 9th International Conference on Arch Bridges, 2-4 October 2019, Porto, Portugal.

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Abstract

The continued use of many UK highway and railway masonry arch bridges is dependent upon maintaining robustness as the materials deteriorate over time. A common failure in multi-ring brickwork arches subject to fatigue, is ring separation.
This paper offers some early results from an investigation of a ring separation repair technique involving radial pinning. Triplet testing is used to establish and compare the structural behavior of two types of shear reinforcement, which are validated by finite element modelling. Conclusions are drawn which are potentially of significant practical interest to masonry arch bridge owners and assessors.

Item Type:	Conference or Workshop Item (Paper)
Schools:	Schools > School of Computing, Science and Engineering > Salford Innovation Research Centre
Journal or Publication Title:	Proceedings of ARCH 2019. 9th International Conference on Arch Bridges
Publisher:	Springer
Series Name:	Structural Integrity
ISBN:	9783030292263; 9783030292270
ISSN:	2522-560X
Related URLs:	Publication
Depositing User:	Mr Jonathan Haynes
Date Deposited:	17 Oct 2019 07:59
Last Modified:	16 Feb 2022 02:57
URI:	https://usir.salford.ac.uk/id/eprint/52738

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