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2024 | OriginalPaper | Chapter

Design of Concrete Beams Reinforced with FRP Bars

Authors : T. V. V. S. S. Padmanabha Rao, K. K. Bajpai, S. B. Singh, C. V. R. Murty

Published in: RC Structures Strengthened with FRP for Earthquake Resistance

Publisher: Springer Nature Singapore

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Abstract

Design of RC beams with longitudinal reinforcement made of steel bars has adopted the philosophy of Under-Reinforced Design. But, Concrete Beams with FRP longitudinal bars need a reconsideration of this philosophy. The large strength of FRP bars and low strength of concrete obviates Over-Reinforced Design. By suitably increasing the amount of FRP longitudinal bars, it is possible to enhance the deformability of the FRP-reinforced beams. While Limit State Method of design will be applicable still, the partial safety factors on loads and on materials need to be adopted after due experimental studies.

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Literature
2.
go back to reference Padmanabha Rao TVVSS (2006) Flexural behaviour of GFRP reinforced concrete beams. M.Tech. Thesis, Department of Civil Engineering, Indian Institute of Technology Kanpur Padmanabha Rao TVVSS (2006) Flexural behaviour of GFRP reinforced concrete beams. M.Tech. Thesis, Department of Civil Engineering, Indian Institute of Technology Kanpur
3.
go back to reference ACI 440 (2000) Guide for the design and construction of concrete reinforced with FRP bars. ACI Committee 440.01R-05 Recommendations. American Concrete Institute, Farmington Hills, MI, USA ACI 440 (2000) Guide for the design and construction of concrete reinforced with FRP bars. ACI Committee 440.01R-05 Recommendations. American Concrete Institute, Farmington Hills, MI, USA
4.
go back to reference ISIS (2001) Reinforcing concrete structures with fiber reinforced polymers. In: Design Manual No.3, Intelligent Sensing for Innovative Structures (ISIS) Research Network of the Canadian Network of Centers of Excellence, Canada ISIS (2001) Reinforcing concrete structures with fiber reinforced polymers. In: Design Manual No.3, Intelligent Sensing for Innovative Structures (ISIS) Research Network of the Canadian Network of Centers of Excellence, Canada
5.
go back to reference Bajpai K, Duthinh D (2003) Bending performance of masonry walls strengthened with near-surface mounted FRP bars. In: 9th North American masonry conference. Clemson(USA), pp 1052–1063 Bajpai K, Duthinh D (2003) Bending performance of masonry walls strengthened with near-surface mounted FRP bars. In: 9th North American masonry conference. Clemson(USA), pp 1052–1063
Metadata
Title
Design of Concrete Beams Reinforced with FRP Bars
Authors
T. V. V. S. S. Padmanabha Rao
K. K. Bajpai
S. B. Singh
C. V. R. Murty
Copyright Year
2024
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-0102-5_1