Strengthening reinforced concrete structures with FRP composites
A recently developed technique, namely the stepwise prestressing method, was studied in the current work to eliminate the need for mechanical anchors when using prestressed carbon-FRP (CFRP) plate as EBR for strengthening RC beams. Experiments showed that this method could realise the self-anchorage of prestressed CFRP plates on the surface of concrete beams given prestressing levels of 25-30% (of the CFRP tensile capacity). Despite no installation of mechanical anchors, the self-anchored prestressed plates were demonstrated to be efficient in reducing crack widths and improving the flexural capacity of the strengthened RC beams. At the debonding of the CFRP plates, the utilization ratios were in the range of 81-86% (of the CFRP tensile capacity) indicating significantly improved utilisation of the plates compared with equivalent non-prestressed plates.
A practical modelling strategy was also developed to enable nonlinear FEA of the CFRP-strengthened RC beam. Using the FEA, parametric studies on the self-anchored plates indicated an optimal prestressing level of 40% (specifically for the investigated specimen), above which both load-carrying and deflection capacities of the strengthened beam would decrease due to CFRP debonding before yielding of steel reinforcement.
A hybrid FRP system for strengthening RC beams with a T-shaped cross-section, representing the deck and girder system of RC bridge superstructures, was also investigated. The hybrid system included self-anchored prestressed CFRP plates applied to the soffit of the T-beams and prefabricated glass-FRP (GFRP) panels installed on the top of the T-beam flanges. In the strengthened RC T-beams subjected to bending, the CFRP plate acted as tensile reinforcement and the GFRP panel took most of the compressive force. Flexural tests showed that the applied hybrid FRP strengthening system was robust and efficient in improving the flexural stiffness and capacity. The tests also highlighted substantial residual capacity after the CFRP debonding, as the compressive zone shifted to the GFRP panel and concrete crushing at the top of the T-beam was prevented.
The current work also investigated effective FRP strengthening systems for deteriorated concrete beams with highly corroded steel reinforcement. The system included externally bonded FRP reinforcement on the beam soffit and CFRP U-jackets along the span. Flexural tests showed that the system was efficient in upgrading the flexural capacity of deteriorated concrete beams, despite local corrosion levels of steel reinforcement up to 57% and unrepaired concrete cover with up to 2 mm wide corrosion-induced cracks. The U-jackets effectively suppressed spalling of the concrete cover and thus enabled improved utilisation of the bonded FRP reinforcement on the beam soffits, with a utilisation ratio of CFRP plates up to 64% and even rupture of GFRP laminates.
In summary, the FRP-strengthening systems investigated in the current work were demonstrated to be robust and efficient in strengthening RC members subjected to bending.
finite element analysis.
Fibre reinforced polymer
externally bonded reinforcement
Chalmers, Arkitektur och samhällsbyggnadsteknik, Konstruktionsteknik
Innovative prestressing method for externally bonded CFRP laminates without mechanical anchorage
Engineering Structures,; Vol. 197(2019)
Artikel i vetenskaplig tidskrift
A practical finite element modeling strategy to capture cracking and crushing behavior of reinforced concrete structures
Materials,; Vol. 14(2021)
Artikel i vetenskaplig tidskrift
Yang, J, Johansson, M, Al-Emrani, M, Haghani, R. Innovative flexural strengthening of RC beams using self-anchored prestressed CFRP plates: experimental and numerical investigations
Flexural FRP Strengthening of Concrete Bridges Using an Innovative Concept
Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges: Proceedings of the Ninth International Conference on Bridge Maintenance, Safety and Management (IABMAS 2018),; (2018)p. 339-345
Paper i proceeding
Yang, J, Haghani, R, Blanksvärd, T, Lundgren, K. Experimental study of FRP-strengthened concrete beams with corroded reinforcement
Fibre reinforced polymer (FRP) is a composite material characterized by its lightweight, superior strength, and high corrosion resistance. Using FRP as externally bonded reinforcement, three strengthening techniques were investigated in the current work to improve the structural capacity of reinforced concrete structures. The basic idea of these FRP-strengthening techniques was to apply the FRP composite in an innovative approach or configuration in order to efficiently achieve robust strengthening. Both experimental tests and numerical simulations were carried out in the current work, which demonstrated the efficiency of these FRP-strengthening techniques in strengthening reinforced concrete members. The techniques can be used for efficient and robust strengthening of the deck and girder of existing concrete bridges.
Hållbar renovering av befintliga broar (SUREBridge)
Europeiska kommissionen (EU), 2015-10-01 -- 2018-12-31.
Reparation och förstärkning av betongkonstruktioner med korroderad armering
Trafikverket, 2019-08-01 -- 2022-09-30.
Building Futures (2010-2018)
Kompositmaterial och -teknik
Doktorsavhandlingar vid Chalmers tekniska högskola. Ny serie: 4919
Chalmers tekniska högskola
Online (Zoom; Passcode: 664625)
Opponent: Prof. Renata Kotynia, Lodz University of Technology, Poland