Strengthening of RC Beam using EBR Technique by BFRP: Numerical Study

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DC Field	Value	Language
dc.contributor.author	Safia, Abdullah Rafiq	-
dc.contributor.author	Das, Priyadarshi	-
dc.contributor.author	Mondal, Subhajit	-
dc.date.accessioned	2024-01-31T05:18:26Z	-
dc.date.available	2024-01-31T05:18:26Z	-
dc.date.issued	2023-12	-
dc.identifier.citation	International Conference on Condition Assessment, Rehabilitation & Retrofitting of Structures(CARRS), IIT Hyderabad, India, 10-13 December 2023	en_US
dc.identifier.uri	http://hdl.handle.net/2080/4349	-
dc.description	Copyright belongs to proceeding publisher	en_US
dc.description.abstract	The use of Fiber Reinforced Polymer in strengthening and retrofitting structures is still attracting researchers worldwide due to its superior characteristics, such as high strength and ease of handling. This paper studies the behaviour of strengthened RC Beams in shear with the externally bonded reinforcement (EBR) technique using BFRP sheets. A finite element model is developed and validated with experimental data, the behaviour of the strengthened beams and crack patterns are obtained, in addition to a parametric study for the effect of increasing the number of layers and varying the orientation of fibers. A better performance for a higher number of layers was observed, and an advantage of 60-degree over 30-degree orientation.	en_US
dc.subject	Concrete	en_US
dc.subject	Finite Element Analysis	en_US
dc.subject	FRP	en_US
dc.subject	Strengthening	en_US
dc.title	Strengthening of RC Beam using EBR Technique by BFRP: Numerical Study	en_US
dc.type	Article	en_US
Appears in Collections:	Conference Papers

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