Bond behavior in NSM-strengthened masonry

Maljaee, Hamid and Ghiassi, Bahman and Lourenço, Paulo B. (2018) Bond behavior in NSM-strengthened masonry. Engineering Structures, 166 . pp. 302-313. ISSN 0141-0296

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Abstract

Near Surface Mounted (NSM) reinforcement is an interesting technique for seismic strengthening of masonry and historical structures. Despite having several advantages compared to conventional techniques, little attention has been given to understanding the involved mechanisms (such as bond behavior) in the performance of masonry components strengthened with this reinforcement technique. This study presents an experimental and analytical investigation on the bond performance of NSM-strengthened masonry bricks aiming at filling the existing gaps in the available experimental results in the literature. The main focus is on the effect of test setup and bond length, but attention has also been given to the groove size and loading regime effect on the bond performance. The accuracy of the existing bond strength prediction models is also assessed and the required modifications are proposed.

Item Type: Article
RIS ID: https://nottingham-repository.worktribe.com/output/943554
Keywords: Near surface mounted ; Masonry ; Strengthening ; Bond ; FRP ; Experimental testing ; Analytical modeling
Schools/Departments: University of Nottingham, UK > Faculty of Engineering > Department of Civil Engineering
Identification Number: https://doi.org/10.1016/j.engstruct.2018.03.091
Depositing User: Eprints, Support
Date Deposited: 15 May 2018 15:11
Last Modified: 04 May 2020 19:43
URI: http://eprints.nottingham.ac.uk/id/eprint/51807

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