Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond

In the paper, the bond between a composite strengthening system consisting of steel textiles embedded into an inorganic matrix (steel reinforced grout, SRG) and the concrete substrate, is investigated. An experimental investigation was carried out on medium density SRG specimens; direct shear tests...

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Main Authors: Luciano Ombres, Salvatore Verre
Format: Article
Language:English
Published: MDPI AG 2020-12-01
Series:Journal of Composites Science
Subjects:
Online Access:https://www.mdpi.com/2504-477X/4/4/182
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author Luciano Ombres
Salvatore Verre
author_facet Luciano Ombres
Salvatore Verre
author_sort Luciano Ombres
collection DOAJ
description In the paper, the bond between a composite strengthening system consisting of steel textiles embedded into an inorganic matrix (steel reinforced grout, SRG) and the concrete substrate, is investigated. An experimental investigation was carried out on medium density SRG specimens; direct shear tests were conducted on 20 specimens to analyze the effect of the bond length, and the age of the composite strip on the SRG-to-concrete bond behavior. In particular, the tests were conducted considering five bond length (100, 200, 250, 330, and 450 mm), and the composite strip’s age 14th, 21st, and 28th day after the bonding. Test results in the form of peak load, failure modes and, bond-slip diagrams were presented and discussed. A finite element model developed through commercial software to replicate the behavior of SRG strips, is also proposed. The effectiveness of the proposed numerical model was validated by the comparison between its predictions and experimental results.
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spelling doaj.art-119824a8330d48b684b3ca5c6b11be912023-11-20T23:29:57ZengMDPI AGJournal of Composites Science2504-477X2020-12-014418210.3390/jcs4040182Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete BondLuciano Ombres0Salvatore Verre1Department of Civil Engineering, University of Calabria, 87036 Cosenza, ItalyDepartment of Civil Engineering, University of Calabria, 87036 Cosenza, ItalyIn the paper, the bond between a composite strengthening system consisting of steel textiles embedded into an inorganic matrix (steel reinforced grout, SRG) and the concrete substrate, is investigated. An experimental investigation was carried out on medium density SRG specimens; direct shear tests were conducted on 20 specimens to analyze the effect of the bond length, and the age of the composite strip on the SRG-to-concrete bond behavior. In particular, the tests were conducted considering five bond length (100, 200, 250, 330, and 450 mm), and the composite strip’s age 14th, 21st, and 28th day after the bonding. Test results in the form of peak load, failure modes and, bond-slip diagrams were presented and discussed. A finite element model developed through commercial software to replicate the behavior of SRG strips, is also proposed. The effectiveness of the proposed numerical model was validated by the comparison between its predictions and experimental results.https://www.mdpi.com/2504-477X/4/4/182SRGbondconcretedirect shear testfinite element model
spellingShingle Luciano Ombres
Salvatore Verre
Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond
Journal of Composites Science
SRG
bond
concrete
direct shear test
finite element model
title Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond
title_full Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond
title_fullStr Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond
title_full_unstemmed Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond
title_short Experimental and Numerical Investigation on the Steel Reinforced Grout (SRG) Composite-to-Concrete Bond
title_sort experimental and numerical investigation on the steel reinforced grout srg composite to concrete bond
topic SRG
bond
concrete
direct shear test
finite element model
url https://www.mdpi.com/2504-477X/4/4/182
work_keys_str_mv AT lucianoombres experimentalandnumericalinvestigationonthesteelreinforcedgroutsrgcompositetoconcretebond
AT salvatoreverre experimentalandnumericalinvestigationonthesteelreinforcedgroutsrgcompositetoconcretebond