Fibre reinforced polymer (FRP) plate reinforcement is a brittle material which has a brittle interfacial bond with concrete. This can lead to the misconception that all FRP retrofitting techniques provide brittle members and, hence, limited rotational capacity which has severe limitations for structural applications. This paper shows that the FRP reinforcement behaviour is but one of three components that govern the rotational capacity of plated reinforced concrete beam hinges. It is shown that FRP retrofitted beams and slabs can achieve ductile behaviour and provide rotational capacity and, furthermore, that the rotational capacity of FRP plated members depends very importantly on the interface bond characteristics.M. Haskett, M.S. Mohamed...
© 2009 American Society of Civil EngineersStructural engineers have long recognized the importance o...
Reinforced concrete flexural members inherently rely on member ductility to ensure a safe design by ...
The bond strength between FRP reinforcement and concrete significantly affects the load bearing capa...
There is often a perception that FRP retrofitted concrete structures are unable to redistribute stre...
Structural engineers have long recognised that ductility is a major consideration in the safe design...
The efficiency of fiber reinforced polymers (FRPs) in enhancing the performance of deficient reinfor...
Extensive experimental verification has shown that existing reinforced concrete (RC) members can be ...
Structural retrofitting by wrapping with fiber reinforced-polymer (FRP) laminates can effectively in...
An abundance of tests over the last two decades has shown the bending capacity of flexural members s...
Bonding fibre-reinforced polymer (FRP) composites to tensile faces of deficient concrete structures ...
Assessing the ductility of reinforced concrete sections and members has been a complex and intractab...
Flexural ductility in reinforced concrete members may be defined as concentrations of rotation at di...
In general, steel-reinforced concrete involves a ductile steel material and a very strong and ductil...
The shear capacity of unplated reinforced concrete (RC) beams depends on the transverse shear to for...
It is now common practice to retrofit reinforced concrete members by adhesively bonding steel or fib...
© 2009 American Society of Civil EngineersStructural engineers have long recognized the importance o...
Reinforced concrete flexural members inherently rely on member ductility to ensure a safe design by ...
The bond strength between FRP reinforcement and concrete significantly affects the load bearing capa...
There is often a perception that FRP retrofitted concrete structures are unable to redistribute stre...
Structural engineers have long recognised that ductility is a major consideration in the safe design...
The efficiency of fiber reinforced polymers (FRPs) in enhancing the performance of deficient reinfor...
Extensive experimental verification has shown that existing reinforced concrete (RC) members can be ...
Structural retrofitting by wrapping with fiber reinforced-polymer (FRP) laminates can effectively in...
An abundance of tests over the last two decades has shown the bending capacity of flexural members s...
Bonding fibre-reinforced polymer (FRP) composites to tensile faces of deficient concrete structures ...
Assessing the ductility of reinforced concrete sections and members has been a complex and intractab...
Flexural ductility in reinforced concrete members may be defined as concentrations of rotation at di...
In general, steel-reinforced concrete involves a ductile steel material and a very strong and ductil...
The shear capacity of unplated reinforced concrete (RC) beams depends on the transverse shear to for...
It is now common practice to retrofit reinforced concrete members by adhesively bonding steel or fib...
© 2009 American Society of Civil EngineersStructural engineers have long recognized the importance o...
Reinforced concrete flexural members inherently rely on member ductility to ensure a safe design by ...
The bond strength between FRP reinforcement and concrete significantly affects the load bearing capa...