FRP-Strengthened RC Piles. I: Piles under Static Lateral Loads

Author:

Murugan Madasamy1,Muthukkumaran Kasinathan2,Natarajan Chidmabrathanu3

Affiliation:

1. Research Scholar, Dept. of Civil Engineering, National Institute of Technology, Tiruchirappalli 620015, Tamilnadu, India.

2. Associate Professor, Dept. of Civil Engineering, National Institute of Technology, Tiruchirappalli 620015, Tamilnadu, India (corresponding author).

3. Professor, Dept. of Civil Engineering, National Institute of Technology, Tiruchirappalli 620015, Tamilnadu, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Alkhrdaji T. and Nanni A. (2000). “Flexural strengthening of bridge piers using FRP composites.” Advanced Technology in Structural Engineering ASCE Reston VA 1–13.10.1061/40492(2000)174

2. Experimental investigation on single model pile in sloping ground under lateral load

3. Experimental investigation of the behavior of pile groups in sand under different loading rates

4. Flexural strengthening of reinforced concrete columns with near surface mounted FRP or stainless steel;Bournas D. A.;ACI Struct. J.,2009

5. Fiber-reinforced polymer retrofitting of rectangular reinforced concrete columns with or without corrosion;Bousias S. N.;ACI Struct. J.,2004

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