Design of concrete beams reinforced with FRP bars

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DC Field	Value	Language
dc.contributor.author	Singh, Shamsher Bahadur	-
dc.date.accessioned	2025-04-22T10:41:45Z	-
dc.date.available	2025-04-22T10:41:45Z	-
dc.date.issued	2024-04	-
dc.identifier.uri	https://link.springer.com/chapter/10.1007/978-981-97-0102-5_1	-
dc.identifier.uri	http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/18724	-
dc.description.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.	en_US
dc.language.iso	en	en_US
dc.publisher	Springer	en_US
dc.subject	Civil engineering	en_US
dc.subject	FRP (Fiber-Reinforced Polymer) bars	en_US
dc.subject	RC (Reinforced Concrete) beams	en_US
dc.subject	Longitudinal reinforcement	en_US
dc.title	Design of concrete beams reinforced with FRP bars	en_US
dc.type	Book chapter	en_US
Appears in Collections:	Department of Civil Engineering

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