The occurrence of a failure mode, different from debonding, consisting on the detachment, from the beam core, of “two concrete lateral walls” containing the glued laminates, highlights the paramount importance of concrete mechanical properties on the effectiveness of NSM shear strengthening technique. A new mechanical-analytical interpretation of the phenomenon affecting the ultimate behaviour of RC beams NSM-strengthened in shear is presented along with the main findings. This approach takes into account the possibility that the shear strengthening contribution of the NSM laminates can be limited by the three following failure modes: debonding, concrete tensile fracture and laminates’ tensile rupture. The interaction between laminate...
A mechanical model, recently developed to simulate the shear strength contribution provided by a s...
The application of Carbon Fiber Reinforced Polymer (CFRP) strips according to the Near Surface Mount...
This paper present a design approach to predict the shear capacity of reinforced concrete (RC) beams...
This paper presents the main features of an analytical model recently developed to predict the near-...
Shear strengthening of Reinforced Concrete (RC) beams by means of Near Surface Mounted (NSM) Fiber ...
Empreiteiros CasaisDegussa PortugalSecil (Unibetão, Braga)S&P®Fundação para a Ciência e a Tecnologia...
Shear strengthening of RC beams by means of FRP strips glued by a structural adhesive into thin sha...
This paper presents a closed-form procedure to evaluate the shear strength contribution provided to ...
Gluing of FRP strips within thin shallow slits cut in the concrete cover of RC beams is a strengthen...
A three dimensional mechanical model has been recently developed to simulate the Near Sur-face Mount...
This paper presents the results of a parametric study carried out with a a mechanical model recently...
A three dimensional mechanical model was recently developed to simulate the shear strength contribu...
This paper presents a closed-form procedure to evaluate the shear strength contribution provided to...
A three dimensional mechanical model has been recently developed to simulate the Near Surface Mounte...
The shear failure mechanisms of flexural reinforced concrete (RC) members is highly complex; its pre...
A mechanical model, recently developed to simulate the shear strength contribution provided by a s...
The application of Carbon Fiber Reinforced Polymer (CFRP) strips according to the Near Surface Mount...
This paper present a design approach to predict the shear capacity of reinforced concrete (RC) beams...
This paper presents the main features of an analytical model recently developed to predict the near-...
Shear strengthening of Reinforced Concrete (RC) beams by means of Near Surface Mounted (NSM) Fiber ...
Empreiteiros CasaisDegussa PortugalSecil (Unibetão, Braga)S&P®Fundação para a Ciência e a Tecnologia...
Shear strengthening of RC beams by means of FRP strips glued by a structural adhesive into thin sha...
This paper presents a closed-form procedure to evaluate the shear strength contribution provided to ...
Gluing of FRP strips within thin shallow slits cut in the concrete cover of RC beams is a strengthen...
A three dimensional mechanical model has been recently developed to simulate the Near Sur-face Mount...
This paper presents the results of a parametric study carried out with a a mechanical model recently...
A three dimensional mechanical model was recently developed to simulate the shear strength contribu...
This paper presents a closed-form procedure to evaluate the shear strength contribution provided to...
A three dimensional mechanical model has been recently developed to simulate the Near Surface Mounte...
The shear failure mechanisms of flexural reinforced concrete (RC) members is highly complex; its pre...
A mechanical model, recently developed to simulate the shear strength contribution provided by a s...
The application of Carbon Fiber Reinforced Polymer (CFRP) strips according to the Near Surface Mount...
This paper present a design approach to predict the shear capacity of reinforced concrete (RC) beams...