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Creep behavior of adhesives used for external FRP strengthening of RC structures
Abstract It is technologically possible to strengthen steel-reinforced concrete structures with externally bonded carbon–epoxy composites. The durability and performance of those reinforcements directly depend on the rheological behavior of the concrete–composite interface. We propose a methodology to evaluate the permissible shear stress of the interface, based on thermo-stimulated tensile shear tests performed on the interface, and taking into account the effects of time and temperature. Four polymers used for bonding were tested and a value for the permissible shear stress is proposed for each strengthening system.
Creep behavior of adhesives used for external FRP strengthening of RC structures
Abstract It is technologically possible to strengthen steel-reinforced concrete structures with externally bonded carbon–epoxy composites. The durability and performance of those reinforcements directly depend on the rheological behavior of the concrete–composite interface. We propose a methodology to evaluate the permissible shear stress of the interface, based on thermo-stimulated tensile shear tests performed on the interface, and taking into account the effects of time and temperature. Four polymers used for bonding were tested and a value for the permissible shear stress is proposed for each strengthening system.
Creep behavior of adhesives used for external FRP strengthening of RC structures
Ferrier, E. (Autor:in) / Michel, L. (Autor:in) / Jurkiewiez, B. (Autor:in) / Hamelin, P. (Autor:in)
Construction and Building Materials ; 25 ; 461-467
05.01.2010
7 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Creep behavior of adhesives used for external FRP strengthening of RC structures
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