Use of Polymer Composite in Bridge Rehabilitation
Keywords:
High Tensile Strength, Weight Ratio, Beam Strengthening, fiber reinforcement.Abstract
The need for innovative construction techniques and sustainable construction materials has completely reshaped the construction industry. Following the need for high-performance and environmentally-protected construction materials, FRP composites have gained gradual but wide acceptance from civil engineers around the world. Properties like high tensile strength, ease of installation, low maintenance cost, and resistance against harsh environmental conditions give FRP composites a clear advantage over traditional construction materials. The application of fiber reinforced polymer in civil construction ranges from rehabilitation of existing reinforced concrete (RC) to building new projects.
References
- Alexandra CANTORIU, Florin EFTIMIE ; “Fiber Reinforced Polymer Composites For Bridge Structures”; Construction Vol No. 2; 2013
- Amr Sbaat , David Scbnercb , Amir Fam , Sam Rizkalla; “Retrofit Of Steel Structures Using Fiber Reinforced Polymers (FRP): State-of-the-art”; Queen’s University; July 31, 2003
- Chakrapan Tuakta; “Use Of Fiber Reinforced Polymer Composite In Bridge Structures”; Massachusetts Institute Of Technology; 2004
- Emma Friberg , Jenny Olsson; “Application Of Fiber Reinforced Polymer Materials In Road Bridges – General Requirements And Design Considerations”; Indian institute of technology, Mumbai; 12 July, 2007
- Mathis chlosta; “Feasibility Study On Fiber Reinforced Polymer Cylindrical Truss Bridges for Heavy Traffic”; Delft University of technology; July, 2012
- Pawel Bernard Potyrala; “Use of Fibre Reinforced Polymers in Bridge Construction. State Of The Art In Hybrid And All-composite Structures” ; June, 2011
- Zihong Liu; “Testing And Analysis Of A Fiber-reinforced Polymer (FRP) Bridge Deck”; Virginia Polytechnic Institute and State University; June 27, 2007
Downloads
Published
Issue
Section
License
Copyright (c) IJSRSET

This work is licensed under a Creative Commons Attribution 4.0 International License.