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A platform for research: civil engineering, architecture and urbanism
Constitutive model for time-dependent behavior of FRP-concrete interface
A fundamental understanding of fiber-reinforced polymer (FRP) laminate bonding behavior, including bond strength and effective bonding length, is of primary importance for the development of design guidelines and codes for concrete structures strengthened with externally bonded FRP reinforcement as a bond-critical application. However, the long-term serviceability of such FRP-strengthened structures is still a concern due to a lack of both long-term performance data and a suitable model to represent these performances. This study aims at presenting a viscoelastic model describing the time-dependent behavior of the FRP-concrete interface. The proposed model has been calibrated using strain measurements of the designed specimen for the experimental investigation of the time-dependent behavior of the FRP-concrete interface, including the development of the effective bonding length. Afterward, the proposed model satisfactorily predicts the time-dependent bonding length of the FRP sheet in comparison with the experimental results. The effects, both of creep of the adhesive layer and of creep and shrinkage of the concrete, on the changes in the effective bonding length of the PFRP sheet are also discussed.
Constitutive model for time-dependent behavior of FRP-concrete interface
A fundamental understanding of fiber-reinforced polymer (FRP) laminate bonding behavior, including bond strength and effective bonding length, is of primary importance for the development of design guidelines and codes for concrete structures strengthened with externally bonded FRP reinforcement as a bond-critical application. However, the long-term serviceability of such FRP-strengthened structures is still a concern due to a lack of both long-term performance data and a suitable model to represent these performances. This study aims at presenting a viscoelastic model describing the time-dependent behavior of the FRP-concrete interface. The proposed model has been calibrated using strain measurements of the designed specimen for the experimental investigation of the time-dependent behavior of the FRP-concrete interface, including the development of the effective bonding length. Afterward, the proposed model satisfactorily predicts the time-dependent bonding length of the FRP sheet in comparison with the experimental results. The effects, both of creep of the adhesive layer and of creep and shrinkage of the concrete, on the changes in the effective bonding length of the PFRP sheet are also discussed.
Constitutive model for time-dependent behavior of FRP-concrete interface
Wu, Zhishen (author) / Diab, Hesham (author)
Journal of Composites for Construction ; 11 ; 477-486
2007
10 Seiten, 20 Bilder, 2 Tabellen, 29 Quellen
Article (Journal)
English
Bindefestigkeit , faserverstärkter Beton , faserverstärkter Kunststoff , Grenzflächenverhalten , Klebeverbindung , Kriechverhalten , Laminat , mathematisches Modell , mechanische Spannungsverteilung , Oberflächeneigenschaft , Schwindung , Simulationsmodell , Spannungsmessung (mechanisch) , Viskoelastizität , Vorhersagetheorie , Zeitabhängigkeit
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