Add to ORKGThe behavior of r.c. columns wrapped by composite material sheets (FRP) under axial force and cyclic bending is studied. Cyclic constitutive laws for confined and unconfined concrete in compression, for concrete under tension and for steel reinforcing bars are introduced. Numerical results are in good agreement with experimental tests. Hysteretic dissipated energy for cyclic bending is also estimated. Wrapping with FRP is shown to be very effective, increasing significantly ductility of columns under bending.
In recent years, the use of FRP wrapping of reinforced concrete (RC) members has been recognized as...
Recent earthquake damages have repeatedly demonstrated the vulnerabilities of older reinforced concr...
Carbon fiber-reinforced polymer (FRP) material has proved to be more efficient than other composites...
The behavior of r.c. columns wrapped by composite material sheets (FRP) under axial force and cyclic...
In the present paper the compressive and flexural behavior of R.C. columns externally wrapped with F...
In order to mitigate the seismic risk of existing RC frame structures not designed with seismic crit...
Abstract Wrapping reinforced concrete (RC) columns with fiber reinforced polymer (FRP) composites is...
Wrapping reinforced concrete (RC) columns with fiber reinforced polymer (FRP) composites is effectiv...
The effectiveness of discrete and continuous CFRP wrapping arrangements for reinforced concrete (RC)...
Loading capacity and strains of square reinforced concrete (RC) columns, strengthened with external ...
This paper presents several results of a wide experimental program undertaken to evaluate the seismi...
This paper presents results of testing square RC columns wrapped with FRP. The influence of the numb...
AbstractAn experimental study has been carried out on square reinforced concrete (RC) columns streng...
Strengthening of reinforced columns confining by modern composite materials is effective method, all...
The present study deals with the analysis of experimental results, in terms of load carrying capacit...
In recent years, the use of FRP wrapping of reinforced concrete (RC) members has been recognized as...
Recent earthquake damages have repeatedly demonstrated the vulnerabilities of older reinforced concr...
Carbon fiber-reinforced polymer (FRP) material has proved to be more efficient than other composites...
The behavior of r.c. columns wrapped by composite material sheets (FRP) under axial force and cyclic...
In the present paper the compressive and flexural behavior of R.C. columns externally wrapped with F...
In order to mitigate the seismic risk of existing RC frame structures not designed with seismic crit...
Abstract Wrapping reinforced concrete (RC) columns with fiber reinforced polymer (FRP) composites is...
Wrapping reinforced concrete (RC) columns with fiber reinforced polymer (FRP) composites is effectiv...
The effectiveness of discrete and continuous CFRP wrapping arrangements for reinforced concrete (RC)...
Loading capacity and strains of square reinforced concrete (RC) columns, strengthened with external ...
This paper presents several results of a wide experimental program undertaken to evaluate the seismi...
This paper presents results of testing square RC columns wrapped with FRP. The influence of the numb...
AbstractAn experimental study has been carried out on square reinforced concrete (RC) columns streng...
Strengthening of reinforced columns confining by modern composite materials is effective method, all...
The present study deals with the analysis of experimental results, in terms of load carrying capacit...
In recent years, the use of FRP wrapping of reinforced concrete (RC) members has been recognized as...
Recent earthquake damages have repeatedly demonstrated the vulnerabilities of older reinforced concr...
Carbon fiber-reinforced polymer (FRP) material has proved to be more efficient than other composites...