Some Considerations about the Effects of the Bonding Length on the Effectiveness of Spike Anchors in CFRP Reinforcements of Masonry-Reference-Cited by-同舟云学术

Some Considerations about the Effects of the Bonding Length on the Effectiveness of Spike Anchors in CFRP Reinforcements of Masonry

Published:2019-08 Issue: Volume:817 Page:141-148
ISSN:1662-9795
Container-title:Key Engineering Materials
language:
Short-container-title:KEM

Author:

Rotunno Tommaso¹,Fagone Mario¹^ORCID,Bertolesi Elisa¹,Grande Ernesto¹,Milani Gabriele¹

Affiliation:

1. University of Florence, Italy

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.

Publisher

Trans Tech Publications, Ltd.

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science

Link

https://www.scientific.net/KEM.817.141.pdf

Reference18 articles.

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1. Experimental Study on the Local Behavior of CFRP Anchor Spikes Fixed to Masonry Substrates;Key Engineering Materials;2022-04-07

2. Advanced and Simplified Modeling Approaches for the Study of the Bond Behavior of FRP Systems on Curved Masonry Substrates;Key Engineering Materials;2022-04-07

3. An Experimental Study on the Effectiveness of CFRP Reinforcements Applied to Curved Masonry Pillars;Lecture Notes in Mechanical Engineering;2020