Some considerations about the effects of the bonding length on the effectiveness of spike anchors in CFRP reinforcements of masonry

Bertolesi, Elisa ORCID: https://orcid.org/0000-0003-3258-0743 2019. Some considerations about the effects of the bonding length on the effectiveness of spike anchors in CFRP reinforcements of masonry. Key Engineering Materials 817 , pp. 141-148. 10.4028/www.scientific.net/KEM.817.141

Full text not available from this repository.

Abstract

The main results of an experimental program concerning masonry pillars reinforced by CFRP strips (also provided by spike anchors) subjected to single lap shear tests are described in this paper. The experimental results, also compared with a previous experimental program, allowed to analyze the increment of bearing capacity produced by spike anchors to CFRP sheets having different bonding length.

Item Type:	Article
Date Type:	Published Online
Status:	Published
Schools:	Engineering
Publisher:	Trans Tech Publications
ISSN:	1662-9795
Last Modified:	19 Dec 2023 16:13
URI:	https://orca.cardiff.ac.uk/id/eprint/164066

Actions (repository staff only)

Edit Item