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

被引：0

作者：

Gonzalez-Libreros, J. H. ^{[1
]}

Pellegrino, C. ^{[1
]}

Giacomin, G. ^{[2
]}

机构：

[1] Univ Padua, Dept Civil Environm & Architectural Engn, Padua, Italy

[2] G&P Intech Srl, Altavilla Vicentina, Italy

来源：

PROCEEDINGS OF ITALIAN CONCRETE DAYS 2016 | 2018年 / 10卷

关键词：

FRP; FRCM; Reinforced; Concrete; Shear; Strengthening; REINFORCED-CONCRETE BEAMS; MORTAR TRM; POLYMER;

D O I：

10.1007/978-3-319-78936-1_29

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

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.

引用

页码：400 / 410

页数：11

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