R. C. Beams Strengthened on Shear with FRP and FRCM Composites: Fid-Bau Portal

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R. C. Beams Strengthened on Shear with FRP and FRCM Composites

Gonzalez-Libreros, J. H. / Pellegrino, C. / Giacomin, G.

Abstract This paper presents the results obtained during an experimental campaign carried out in order to investigate the behaviour of reinforced concrete beams strengthened on shear with composite materials. In order to compare their performance, two different strengthening techniques were used: Fibre Reinforced polymers (FRP) and Fibre Reinforced Cementitious Matrix (FRCM) composites. The beams were simple supported and a traditional four point bending scheme was used to execute the tests. Midspan displacements were measured using linear variable transducers (LVDTS) while strain gauges were placed on the stirrups to measure strains.

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R. C. Beams Strengthened on Shear with FRP and FRCM Composites

Gonzalez-Libreros, J. H. / Pellegrino, C. / Giacomin, G.

Abstract This paper presents the results obtained during an experimental campaign carried out in order to investigate the behaviour of reinforced concrete beams strengthened on shear with composite materials. In order to compare their performance, two different strengthening techniques were used: Fibre Reinforced polymers (FRP) and Fibre Reinforced Cementitious Matrix (FRCM) composites. The beams were simple supported and a traditional four point bending scheme was used to execute the tests. Midspan displacements were measured using linear variable transducers (LVDTS) while strain gauges were placed on the stirrups to measure strains.

R. C. Beams Strengthened on Shear with FRP and FRCM Composites

Gonzalez-Libreros, J. H. / Pellegrino, C. / Giacomin, G.

Abstract This paper presents the results obtained during an experimental campaign carried out in order to investigate the behaviour of reinforced concrete beams strengthened on shear with composite materials. In order to compare their performance, two different strengthening techniques were used: Fibre Reinforced polymers (FRP) and Fibre Reinforced Cementitious Matrix (FRCM) composites. The beams were simple supported and a traditional four point bending scheme was used to execute the tests. Midspan displacements were measured using linear variable transducers (LVDTS) while strain gauges were placed on the stirrups to measure strains.

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Title:

R. C. Beams Strengthened on Shear with FRP and FRCM Composites

Contributors:

Gonzalez-Libreros, J. H. (author) / Pellegrino, C. (author) / Giacomin, G. (author)

Published in:

Proceedings of Italian Concrete Days 2016 ; 400-410

Lecture Notes in Civil Engineering ; 10

Publication date:

2018-01-01

Size:

11 pages

ISBN:

978-3-319-78936-1 , 978-3-319-78935-4

ISSN:

2366-2557 , 2366-2565

DOI:

https://doi.org/10.1007/978-3-319-78936-1_29

Type of media:

Article/Chapter (Book)

Type of material:

Electronic Resource

Language:

English

Keywords:

FRP , FRCM , Reinforced , Concrete , Shear , Strengthening Engineering , Building Construction and Design , Structural Materials , Fire Science, Hazard Control, Building Safety

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