The efficiency of the FRP-concrete strengthening system is strongly influenced by the mechanical properties of the epoxy adhesive, which depend on the curing temperature.In the present work, the influence of temperature on the curing process of the epoxy was examined. Two different temperatures were studied: 20 and 30 °C. The elastic modulus of the adhesive was continuously monitored by using a variant of the classical resonant frequency methods, called EMM-ARM (Elasticity Modulus Monitoring through Ambient Response Method). A simultaneous study of direct pull-out tests with concrete specimens strengthened with NSM carbon FRP laminate strips was carried out at the same two different temperatures to compare the evolution of bond performance ...
Carbon fibre reinforced polymers (CFRPs) have been increasingly employed for structural strengthenin...
The attractive properties of carbon fibre reinforced polymers (CFRPs) have made such composites effe...
External prestressing of existing reinforced concrete (RC) beams by means of bonded fiber reinforced...
In NSM-CFRP installations, the mechanical behaviour of the strengthening system is strongly influenc...
The present paper describes the application of an innovative technique (termed EMM-ARM: Elasticity M...
Civil structures such as bridges and buildings can be strengthened with prestressed fibre reinforced...
The present work aimed to assess the early-age evolution of E-modulus of epoxy adhesives used for Fi...
Externally bonded (EB) or Near-Surface-Mounted (NSM) composite reinforcements are often bonded to a...
The performance of NSM systems directly depends on the performance of the adhesive which can only be...
Elevated temperatures lead to a reduction of the bond strength of FRP (fibre reinforced polymer) rei...
The use of fiber reinforced polymer (FRP) materials has become common for increasing the structural ...
With the aim of characterising a commercially available epoxy adhesive used for fibre-reinforced pol...
The adhesives used in systems for the external reinforcement of concrete are epoxies. Like all the p...
In the last years Near Surface Mounted (NSM) reinforcement has mainly been applied at ambient temper...
This paper presents strength, stiffness, and porosity characteristics of commercially available cold...
Carbon fibre reinforced polymers (CFRPs) have been increasingly employed for structural strengthenin...
The attractive properties of carbon fibre reinforced polymers (CFRPs) have made such composites effe...
External prestressing of existing reinforced concrete (RC) beams by means of bonded fiber reinforced...
In NSM-CFRP installations, the mechanical behaviour of the strengthening system is strongly influenc...
The present paper describes the application of an innovative technique (termed EMM-ARM: Elasticity M...
Civil structures such as bridges and buildings can be strengthened with prestressed fibre reinforced...
The present work aimed to assess the early-age evolution of E-modulus of epoxy adhesives used for Fi...
Externally bonded (EB) or Near-Surface-Mounted (NSM) composite reinforcements are often bonded to a...
The performance of NSM systems directly depends on the performance of the adhesive which can only be...
Elevated temperatures lead to a reduction of the bond strength of FRP (fibre reinforced polymer) rei...
The use of fiber reinforced polymer (FRP) materials has become common for increasing the structural ...
With the aim of characterising a commercially available epoxy adhesive used for fibre-reinforced pol...
The adhesives used in systems for the external reinforcement of concrete are epoxies. Like all the p...
In the last years Near Surface Mounted (NSM) reinforcement has mainly been applied at ambient temper...
This paper presents strength, stiffness, and porosity characteristics of commercially available cold...
Carbon fibre reinforced polymers (CFRPs) have been increasingly employed for structural strengthenin...
The attractive properties of carbon fibre reinforced polymers (CFRPs) have made such composites effe...
External prestressing of existing reinforced concrete (RC) beams by means of bonded fiber reinforced...