Please use this identifier to cite or link to this item: http://hdl.handle.net/1822/43537

TitleRC beams strengthened in shear using the Embedded Through-Section technique: experimental results and analytical formulation
Author(s)Breveglieri, M.
Aprile, A.
Barros, Joaquim A. O.
KeywordsEmbedded Through-Section technique
Debonding
Analytical modelling
Mechanical testing
B. Debonding
C. Analytical modelling
D. Mechanical testing
Issue dateMar-2016
PublisherElsevier
JournalComposites Part B: Engineering
Abstract(s)The Embedded Through-Section (ETS) is a recent strengthening technique that has been developed to retrofit existing reinforced concrete (RC) elements with shear reinforcement deficiencies. This technique is based on the execution of holes drilled through the element cross section, in which steel or fiber reinforced polymer (FRP) bars are inserted and bonded to the surrounding concrete with an epoxy adhesive. An experimental program was carried out with RC T-cross section beams strengthened in shear using steel ETS bars. The influence of the inclination and shear strengthening ratio of ETS on the shear strengthening efficiency was evaluated, as well as the interaction of ETS bars with existing steel stirrups. Two different analytical models are presented in this paper in order to calculate the contribution of ETS to shear resistance. The first model follows an empirical approach (experimental-based approach), while the second model takes into account the physical and mechanical principles of the technique (mechanical-based approach). The predictive performance of both models is assessed by using the experimental results.
TypeArticle
URIhttp://hdl.handle.net/1822/43537
DOI10.1016/j.compositesb.2015.11.023
ISSN1359-8368
Peer-Reviewedyes
AccessOpen access
Appears in Collections:ISISE - Artigos em Revistas Internacionais

Files in This Item:
File Description SizeFormat 
IJ(ISI)_114.pdf716,09 kBAdobe PDFView/Open

Partilhe no FacebookPartilhe no TwitterPartilhe no DeliciousPartilhe no LinkedInPartilhe no DiggAdicionar ao Google BookmarksPartilhe no MySpacePartilhe no Orkut
Exporte no formato BibTex mendeley Exporte no formato Endnote Adicione ao seu ORCID