Details
Original language | English |
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Title of host publication | 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018 |
Editors | Emmanuel Ferrier, Karim Benzarti, Jean-Francois Caron |
Pages | 267-274 |
Number of pages | 8 |
ISBN (electronic) | 9780000000002 |
Publication status | Published - 2018 |
Externally published | Yes |
Event | 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018 - Paris, France Duration: 17 Jul 2018 → 19 Jul 2018 |
Publication series
Name | 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018 |
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Volume | 2018-July |
Abstract
In the current study, the glass transition and tensile behavior of three different cold-curing two-component epoxies, commercially available as structural adhesives for carbon fiber reinforced polymer (CFRP) strengthening of concrete and steel structures, has been investigated. A set of dynamic mechanical thermal analysis (DMTA) tests have been performed, through which the glass transition behavior of two high toughness epoxies, suitable for steel strengthening, was compared to a typical high stiffness adhesive for concrete applications. In addition to DMTA tests, a set of tensile tests was also performed on dogbone specimens to evaluate and compare the tensile mechanical behavior of the selected epoxy adhesives. Furthermore, the influence of two different curing scenarios (i.e., room temperature curing (RTC), and accelerated curing (AC) by heating) on the glass transition temperature as well as tensile mechanical properties of all the three epoxy adhesives was investigated. Based on the experimental results of the current study, certain recommendations are proposed to select a proper epoxy adhesive for strengthening of steel structures with bonded CFRP composites.
Keywords
- Accelerated curing (AC) by heating, Characterization of epoxy adhesives, Dynamic mechanical thermal analysis (DMTA), Room temperature curing (RTC), Strengthening of steel structures, Tensile mechanical properties
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Materials Science(all)
- Polymers and Plastics
Cite this
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9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018. ed. / Emmanuel Ferrier; Karim Benzarti; Jean-Francois Caron. 2018. p. 267-274 (9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018; Vol. 2018-July).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Glass transition evaluation of commercially available epoxy adhesives for strengthening of steel structures with bonded CFRP plates
AU - Hosseini, A.
AU - Barbezat, M.
AU - Michels, J.
AU - Ghafoori, E.
AU - Motavalli, M.
AU - Terrasi, G.
N1 - Funding Information: The authors gratefully acknowledge the financial support provided by the Swiss National Science Foundation (SNSF Project No. 200021-153609). The authors also would like to thank the technicians of the Structural Engineering Research Laboratory as well as the Mechanical Systems Engineering Laboratory of Empa for their exceptional cooperation in performing the experiments. Publisher Copyright: © INTER-NOISE 2019 MADRID - 48th International Congress and Exhibition on Noise Control Engineering. All rights reserved.
PY - 2018
Y1 - 2018
N2 - In the current study, the glass transition and tensile behavior of three different cold-curing two-component epoxies, commercially available as structural adhesives for carbon fiber reinforced polymer (CFRP) strengthening of concrete and steel structures, has been investigated. A set of dynamic mechanical thermal analysis (DMTA) tests have been performed, through which the glass transition behavior of two high toughness epoxies, suitable for steel strengthening, was compared to a typical high stiffness adhesive for concrete applications. In addition to DMTA tests, a set of tensile tests was also performed on dogbone specimens to evaluate and compare the tensile mechanical behavior of the selected epoxy adhesives. Furthermore, the influence of two different curing scenarios (i.e., room temperature curing (RTC), and accelerated curing (AC) by heating) on the glass transition temperature as well as tensile mechanical properties of all the three epoxy adhesives was investigated. Based on the experimental results of the current study, certain recommendations are proposed to select a proper epoxy adhesive for strengthening of steel structures with bonded CFRP composites.
AB - In the current study, the glass transition and tensile behavior of three different cold-curing two-component epoxies, commercially available as structural adhesives for carbon fiber reinforced polymer (CFRP) strengthening of concrete and steel structures, has been investigated. A set of dynamic mechanical thermal analysis (DMTA) tests have been performed, through which the glass transition behavior of two high toughness epoxies, suitable for steel strengthening, was compared to a typical high stiffness adhesive for concrete applications. In addition to DMTA tests, a set of tensile tests was also performed on dogbone specimens to evaluate and compare the tensile mechanical behavior of the selected epoxy adhesives. Furthermore, the influence of two different curing scenarios (i.e., room temperature curing (RTC), and accelerated curing (AC) by heating) on the glass transition temperature as well as tensile mechanical properties of all the three epoxy adhesives was investigated. Based on the experimental results of the current study, certain recommendations are proposed to select a proper epoxy adhesive for strengthening of steel structures with bonded CFRP composites.
KW - Accelerated curing (AC) by heating
KW - Characterization of epoxy adhesives
KW - Dynamic mechanical thermal analysis (DMTA)
KW - Room temperature curing (RTC)
KW - Strengthening of steel structures
KW - Tensile mechanical properties
UR - http://www.scopus.com/inward/record.url?scp=85077527834&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85077527834
T3 - 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018
SP - 267
EP - 274
BT - 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018
A2 - Ferrier, Emmanuel
A2 - Benzarti, Karim
A2 - Caron, Jean-Francois
T2 - 9th International Conference on Fibre-Reinforced Polymer (FRP) Composites in Civil Engineering, CICE 2018
Y2 - 17 July 2018 through 19 July 2018
ER -