Open Access Open Access  Restricted Access Subscription Access
Open Access Open Access Open Access  Restricted Access Restricted Access Subscription Access

Analysis of R C Beams Strengthened With F R P Plates


Affiliations
1 Bhilai Insititue of Technology, Durg (C.G), India
     

   Subscribe/Renew Journal


Many factors affect the strength and ductility of beams strengthened with fiber-composite plate to address the effect of some of the basic variables the present paper focus on the objectives

(1) To present analytical model that predict the stresses and deformation in the concrete beams strengthened with epoxy- bonded fiber- composites plat. simplified analytical methods are presented to predict stresses and deformations in rectangular and T-beams strengthened with epoxy bonded FRP-plated.

The strains and stresses in the FRP plate, steel rebar and concrete as well as the curvature at midspan are calculated using an incremental deformation technique described in the following. For the convenience of calculation, strain in the extreme fiber of concrete, rather than the load, is increased in specified increments to generate the moment curvature curves.


Keywords

Reinforced Concrete Beam, F.R.P , Stress Strain Curve.
Subscription Login to verify subscription
User
Notifications
Font Size


Abstract Views: 237

PDF Views: 1




  • Analysis of R C Beams Strengthened With F R P Plates

Abstract Views: 237  |  PDF Views: 1

Authors

Shraddha Sharma
Bhilai Insititue of Technology, Durg (C.G), India
Hitesh Sharma
Bhilai Insititue of Technology, Durg (C.G), India

Abstract


Many factors affect the strength and ductility of beams strengthened with fiber-composite plate to address the effect of some of the basic variables the present paper focus on the objectives

(1) To present analytical model that predict the stresses and deformation in the concrete beams strengthened with epoxy- bonded fiber- composites plat. simplified analytical methods are presented to predict stresses and deformations in rectangular and T-beams strengthened with epoxy bonded FRP-plated.

The strains and stresses in the FRP plate, steel rebar and concrete as well as the curvature at midspan are calculated using an incremental deformation technique described in the following. For the convenience of calculation, strain in the extreme fiber of concrete, rather than the load, is increased in specified increments to generate the moment curvature curves.


Keywords


Reinforced Concrete Beam, F.R.P , Stress Strain Curve.