Contribution to the understanding of the mechanical behaviour of CFRP-strengthened RC beams subjected to fire: Experimental and numerical assessment |
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| Affiliation: | 1. Department of Physics, Blagoveschensk State Pedagogical University, 104 Lenina, Blagoveschensk 675000, Russia;2. Department of Physics, Amur State University, 21 Ignatievskoe Shosse, Blagoveschensk 675027, Russia;3. Ioffe Physical Technical Institute, 26 Politekhnicheskaya, St. Petersburg 194021, Russia;1. Mathematical Institute of the SASA, Kneza Mihaila 36, 11001 Belgrade, Serbia;2. College of Engineering, Swansea University, Singleton Park, Swansea SA2 8PP, UK;3. School of Engineering, University of the West of Scotland, Paisley PA12BE, UK;1. Institute of Strength Physics and Materials Science, SB, RAS, 634021 Tomsk, Russia;2. National Research Tomsk Polytechnic University, 634050 Tomsk, Russia;3. Institut für Materialprüfung, Werkstoffkunde und Festigkeitslehre, University of Stuttgart, Germany;1. Selçuk University, Metallurgy and Material Engineering Dep., Konya, Turkey;2. Selçuk University, Mechanical Engineering Dep., Konya, Turkey;3. Zirve University, Marine Engineering Dep., Gaziantep, Turkey;1. Institut Pprime, CNRS-ISAE-ENSMA-Université de Poitiers, Département Physique et Mécanique des Matériaux, ENSMA, 1 Avenue Clément Ader, 86961 Futuroscope Chasseneuil, France;2. Sapienza Università di Roma, Department of Chemical Engineering Materials Environment, via Eudossiana 18, 00184 Rome, Italy;3. Institute for Composite and Biomedical Materials (IMCB)-CNR, P.le E. Fermi 1, 80055 Portici, NA, Italy |
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| Abstract: | Recent experimental tests and numerical simulations about the fire resistance behaviour of CFRP-strengthened RC beams proved that CFRP strengthening systems are able to attain considerable fire endurance, provided that adequate fire protection systems are used. In a fire event, even though a CFRP laminate may rapidly debond from the central part of the beam in which it is installed, if sufficiently thick insulation is applied in the anchorage zones, the laminate transforms into a “cable” fixed at the extremities, thus maintaining a considerable contribution to the mechanical response of the strengthened beam. This paper presents experimental and numerical investigations on CFRP-strengthened RC beams with the objective of understanding in further depth their fire resistance behaviour, namely the influence of the above mentioned “cable” mechanism on the mechanical response of the beams. The experimental campaign, performed at ambient temperature, comprised 4-point bending tests on RC beams strengthened with CFRP laminates according to either the EBR or the NSM techniques, in both cases fully or partially (only at the anchorages, thus simulating the cable mechanism) bonded to the soffit of the beams. For the test conditions used in this study, for both types of strengthening systems, partially bonding the CFRP laminates did not affect the stiffness of the beams and caused only a slight reduction of their strength (6–15%). The numerical study comprised the simulation of the structural response of all beams tested. Non-linear finite element models were developed in Atena commercial package, in which a smeared cracked model was adopted to simulate concrete and appropriate bond-slip constitutive relations were defined for the CFRP-concrete interfaces. A very good agreement was obtained between experimental data and numerical results, providing further validation to the “cable” mechanism and the possibility of taking it into account when designing fire protection systems for CFRP-strengthened RC beams. |
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| Keywords: | A Polymer–matrix composites (PMCs) B Delamination C Finite element analysis (FEA) D Mechanical testing |
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