Iuorio, O orcid.org/0000-0003-0464-296X, Dauda, JA and Lourenço, PB (2021) Experimental Evaluation of Out-of-Plane Strength of Masonry Walls Retrofitted with Oriented Strand Board. Construction and Building Materials, 269. 121358. ISSN 0950-0618
Abstract
Structural retrofitting is carried out as an economical alternative to demolishing and rebuilding existing masonry structures. Retrofitting is provided to offer structural upgrade and damage-control. This paper presents the application of oriented strand board type 3 (OSB/3) for retrofitting unreinforced masonry walls. Out-of-plane bending test in form of four-point loading was performed on six masonry walls. The test results show that OSB/3 can considerably increase the load and flexure capacity by (1.4 & 1.8), limiting-toughness by (1.6 & 2.4) and overall-toughness by (16 & 10) times compared to plain wall subjected to out-of-plane loading for (single & double-sided) application respectively.
Metadata
Item Type: | Article |
---|---|
Authors/Creators: |
|
Copyright, Publisher and Additional Information: | © 2020, Elsevier Ltd. All rights reserved. This is an author produced version of an article published in Construction and Building Materials. Uploaded in accordance with the publisher's self-archiving policy. |
Keywords: | Unreinforced masonry wall; Retrofit; Oriented strand board; Out-of-plane; Testing; Timber panel; Load capacity; Displacement; Toughness |
Dates: |
|
Institution: | The University of Leeds |
Academic Units: | The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds) |
Depositing User: | Symplectic Publications |
Date Deposited: | 19 Oct 2020 13:19 |
Last Modified: | 06 Nov 2021 01:38 |
Status: | Published |
Publisher: | Elsevier |
Identification Number: | 10.1016/j.conbuildmat.2020.121358 |
Open Archives Initiative ID (OAI ID): | oai:eprints.whiterose.ac.uk:166795 |
Download
Filename: Exp Evaluation of Out-of-Plane Strength of Masonry Walls-R2.pdf
Licence: CC-BY-NC-ND 4.0