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 (experimentally-based approach), while the second model takes into account the physical and mechanical principles of the technique (mechanically-based approach). The predictive performance of both models is assessed by using experimental results available in literature.

RC beams strengthened in shear using the Embedded Through-Section technique: Experimental results and analytical formulation

BREVEGLIERI, Matteo
Primo
;
APRILE, Alessandra
Secondo
;
2016

Abstract

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 (experimentally-based approach), while the second model takes into account the physical and mechanical principles of the technique (mechanically-based approach). The predictive performance of both models is assessed by using experimental results available in literature.
2016
Breveglieri, Matteo; Aprile, Alessandra; Barros, J. A. O.
File in questo prodotto:
File Dimensione Formato  
Breveglieri_Aprile_Barros_JCOMB_2016.pdf

solo gestori archivio

Descrizione: articolo completo
Tipologia: Full text (versione editoriale)
Licenza: NON PUBBLICO - Accesso privato/ristretto
Dimensione 2.65 MB
Formato Adobe PDF
2.65 MB Adobe PDF   Visualizza/Apri   Richiedi una copia
RC beams strengthened in shear using the embedded through setion technique.POST.pdf

accesso aperto

Tipologia: Post-print
Licenza: Creative commons
Dimensione 716.09 kB
Formato Adobe PDF
716.09 kB Adobe PDF Visualizza/Apri

I documenti in SFERA sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11392/2344544
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 32
  • ???jsp.display-item.citation.isi??? 32
social impact