Finite Element Simulation of RC Beam Strengthened with FRP

Chao Jiang Fu

doi:10.4028/www.scientific.net/AMR.446-449.3229

Paper Titles

Fatigue Tests of Overlapping Details for Orthotropic Steel Bridge Decks and Transverse Beams of Stay Cables
p.3202

Anti-Corrosion of Concrete Structures under Marine Environment and the Durability Design of Pinghai Bridge
p.3207

Study on a New Extraction Method of Statistical Information of Urban Buildings Based on High Resolution Remote Sensing Images in Earthquake Damage Prediction
p.3211

Analytical Model for RC Beams with Externally Bonded Laminates Using Strut-and-Tie Method
p.3218

Finite Element Simulation of RC Beam Strengthened with FRP
p.3229

Operational Modal Test of an Arch Bridge
p.3233

The Rebound Curve Research of Inspection the High Strength Concrete
p.3239

High-Rise Building Standard Floor Strut Frame System Stress Variation Analysis
p.3243

An Effective Hybrid Approach for Processing Deformation Monitoring Data
p.3247

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Finite Element Simulation of RC Beam Strengthened...

Finite Element Simulation of RC Beam Strengthened with FRP

Abstract:

The finite element modeling is established for reinforced concrete(RC) beam reinforced with fiber reinforced polymer (FRP) using the serial/parallel mixing theory. The mixture algorithm of serial/parallel rule is studied based on the finite element method. The results obtained from the finite element simulation are compared with the experimental data. The comparisons are made for load-deflection curves at mid-span. The numerical analysis results agree well with the experimental results. Numerical results indicate that the proposed procedure is validity.