Influence of construction method on the load bearing capacity of skew masonry arches

Forgács, T, Sarhosis, V orcid.org/0000-0002-8604-8659 and Bagi, K (2018) Influence of construction method on the load bearing capacity of skew masonry arches. Engineering Structures, 168. pp. 612-627. ISSN 0141-0296

Abstract

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Authors/Creators:
Copyright, Publisher and Additional Information: © 2018 Elsevier Ltd. This is an author produced version of a paper published in Engineering Structures. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Masonry; Arch; Discrete element method; Numerical modelling; Cracking; In-plane loading;
Dates:
  • Published: 1 August 2018
  • Accepted: 2 May 2018
  • Published (online): 10 May 2018
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 05 Apr 2019 10:21
Last Modified: 15 May 2019 08:16
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.engstruct.2018.05.005

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