This paper presents the experimental behaviour of two reinforced concrete (RC) beams strengthened in shear with C-FRP. The beams are extracted from an important building of the '30s in Rome. The goal of this research is to evaluate the shear strength of the retrofitted beams with the simultaneous occurrence of a negative bending moment. The tests are performed at the Experimental Laboratory of the Structural Department of the University "Roma Tre"
ABSTRACT: By enlarging the flexural capacity of reinforced concrete structures with externally bonde...
The work aims to contribute to a better understanding and modeling of the shear behaviour of RC beam...
Developed primarily for the aerospace and defence industries, Fibre Reinforced Polymer (FRP) has bec...
This paper presents the experimental behaviour of two reinforced concrete (RC) beams strengthened in...
This paper presents the experimental behaviour of two reinforced concrete T-beams strengthened in sh...
The shear strength of reinforced concrete beams extracted from existing buildings often reveals insu...
This paper presents a finite element analysis on two reinforced concrete beams, extracted from an im...
In recent years, old reinforced concrete (RC) buildings have increasingly been protected as historic...
In recent years, old reinforced concrete (RC) buildings have increasingly been protected as historic...
The use of Carbon Fiber Reinforced Polymer (CFRP) laminates as an effective and versatile technique ...
All over the world, many existing reinforced concrete structures are deemed no longer capable of sus...
This thesis investigates the shear behaviour of reinforced concrete beams with FRP bars (Fibre Reinf...
Seven reinforced concrete (RC) T-beams, comprising two unstrengthened (control) beams and five beams...
ABSTRACT: The paper deals with shear resistance of RC beams reinforced with fibre reinforced polymer...
The fiber-reinforced polymer (FRP) retrofitting technique has been increasingly created to enhance t...
ABSTRACT: By enlarging the flexural capacity of reinforced concrete structures with externally bonde...
The work aims to contribute to a better understanding and modeling of the shear behaviour of RC beam...
Developed primarily for the aerospace and defence industries, Fibre Reinforced Polymer (FRP) has bec...
This paper presents the experimental behaviour of two reinforced concrete (RC) beams strengthened in...
This paper presents the experimental behaviour of two reinforced concrete T-beams strengthened in sh...
The shear strength of reinforced concrete beams extracted from existing buildings often reveals insu...
This paper presents a finite element analysis on two reinforced concrete beams, extracted from an im...
In recent years, old reinforced concrete (RC) buildings have increasingly been protected as historic...
In recent years, old reinforced concrete (RC) buildings have increasingly been protected as historic...
The use of Carbon Fiber Reinforced Polymer (CFRP) laminates as an effective and versatile technique ...
All over the world, many existing reinforced concrete structures are deemed no longer capable of sus...
This thesis investigates the shear behaviour of reinforced concrete beams with FRP bars (Fibre Reinf...
Seven reinforced concrete (RC) T-beams, comprising two unstrengthened (control) beams and five beams...
ABSTRACT: The paper deals with shear resistance of RC beams reinforced with fibre reinforced polymer...
The fiber-reinforced polymer (FRP) retrofitting technique has been increasingly created to enhance t...
ABSTRACT: By enlarging the flexural capacity of reinforced concrete structures with externally bonde...
The work aims to contribute to a better understanding and modeling of the shear behaviour of RC beam...
Developed primarily for the aerospace and defence industries, Fibre Reinforced Polymer (FRP) has bec...