International Journal of Applied Engineering Research
  • Year: 2009
  • Volume: 4
  • Issue: 4

Structural Performance of Corrosion Damaged Reinforced Concrete Beams with Glass Fibre Reinforced Polymer Laminates

  • Author:
  • A. Leema Rose1, K. Suguna2, P.N. Ragunath2
  • Total Page Count: 8
  • Page Number: 549 to 556

1Department of Civil & Structural Engg, Annamalai University, Annamalai nagar, Chidambaram - 608 001, Tamilnadu, India.

2Annamalai University, Annamalai nagar, Chidambaram - 608 001, Tamilnadu, India

Abstract

This paper presents the results of an experimental investigation on the structural performance of corrosion damaged reinforced concrete beams strengthened with UDCGFRP. A total of five beam specimens 150 X 250X 3000 mm were cast and tested for the present investigation. One beam specimen was neither corroded nor strengthened to serve as a reference. Two beams were corroded to serve as a corroded control. A reinforcement mass loss of approximately 10% and 25% were used to define medium and severe degrees of corrosion. The remaining two beams corroded and strengthened with GFRP. The experimental results showed distinct enhancement in ultimate strength by 86% and ductility by 62%.

Keywords

Corrosion, Reinforced Concrete, Strengthening, UDCGFRP laminates