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2023 | OriginalPaper | Buchkapitel

Mechanical Properties of FRCM at High Temperatures

verfasst von : H. Asghari, M. Noel, H. Hajiloo

Erschienen in: Proceedings of the Canadian Society of Civil Engineering Annual Conference 2021

Verlag: Springer Nature Singapore

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Abstract

Fibre-Reinforced Polymer (FRP) sheets are commonly used to increase the load-carrying capacity and stiffness of deficient structural members; however, there are concerns regarding the use of unprotected FRP in strengthening applications when exposed to fire. Fabric Reinforced Cementitious Matrix (FRCM) systems have emerged as a promising alternative for strengthening applications, replacing polymeric resins such as epoxy with an inorganic cementitious matrix. Although FRCM systems are generally expected to perform more favourably in fires because the cementitious matrix protects the fibres from direct exposure to elevated temperatures, limited experimental data is available to quantify the effect of temperature on its mechanical properties. This paper first presents a review of available literature on FRCM and identifies the parameters influencing the properties of FRCM at room and high temperatures. This sets the path for experimentally investigating the tensile behaviour of FRCM coupons under different heating regimes, namely: steady-state and transient temperatures. Progress is presented to-date on a study of the mechanical properties of carbon FRCM specimens, including tensile strength and modulus of elasticity, during exposure to elevated temperatures. The variables in the experiments include the number of layers of fabric (1, 2, 3 layers) in the composite test specimens, the thickness of the specimens (20, 30 and 40 mm), the fabric orientation (unidirectional vs. bidirectional), and the exposure temperatures. Results from a preliminary heating test shows a significant thermal gradient through the FRCM sample. The results are expected to enhance the understanding of the FRCM behaviour under heat effects.

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Literatur
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Zurück zum Zitat Azam R, Soudki K, West JS, Noël M (2017) Strengthening of shear-critical RC beams: alternatives to externally bonded CFRP sheets. Constr Build Mater 151:494–503 Azam R, Soudki K, West JS, Noël M (2017) Strengthening of shear-critical RC beams: alternatives to externally bonded CFRP sheets. Constr Build Mater 151:494–503
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Zurück zum Zitat Azam R, Soudki K, West JS, Noël M (2018a) Behaviour of shear-critical RC beams strengthened with CFRCM. J Compos Constr 22(1):04017046-1-12 Azam R, Soudki K, West JS, Noël M (2018a) Behaviour of shear-critical RC beams strengthened with CFRCM. J Compos Constr 22(1):04017046-1-12
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Zurück zum Zitat Azam R, Soudki K, West JS, Noël M (2018b) Shear strengthening of RC deep beams with cement-based composites. Eng Struct 172:929–937 Azam R, Soudki K, West JS, Noël M (2018b) Shear strengthening of RC deep beams with cement-based composites. Eng Struct 172:929–937
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Zurück zum Zitat Azam R, Soudki K, West JS, Noël M (2019) CFRP grid embedded in mortar for strengthening of shear-critical RC beams. Mag Concr Res 71(14):761–772 Azam R, Soudki K, West JS, Noël M (2019) CFRP grid embedded in mortar for strengthening of shear-critical RC beams. Mag Concr Res 71(14):761–772
Metadaten
Titel
Mechanical Properties of FRCM at High Temperatures
verfasst von
H. Asghari
M. Noel
H. Hajiloo
Copyright-Jahr
2023
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-19-1004-3_41