NUMERICAL INVESTIGATION OF THE BEHAVIOR OF RETROFITTED FLEXURAL CRACKED BEAM WITH EXTERNAL PLATE BONDING

Kaish, A. B. M. Amrul; Alam, Md. Rabiul; Hassan, Md. Kamrul; Ullah, Shah Neyamat

dc.contributor.author	Kaish, A. B. M. Amrul
dc.contributor.author	Alam, Md. Rabiul
dc.contributor.author	Hassan, Md. Kamrul
dc.contributor.author	Ullah, Shah Neyamat
dc.date.accessioned	2021-09-20T05:17:12Z
dc.date.available	2021-09-20T05:17:12Z
dc.date.issued	2011-01-11
dc.identifier.isbn	978-984-33-2140-4
dc.identifier.uri	http://103.99.128.19:8080/xmlui/handle/123456789/274
dc.description.abstract	The aim of this paper is to study the effectiveness of using “External Plate Bonding” in flexural retrofitting of reinforced concrete (RC) beam. A simply supported rectangular RC beam is considered for this study. The steel plate and the CFRP (Carbon Fiber Reinforced Polymer) sheet are taken into consideration as bonded plates for retrofitting of RC beam. General purpose finite element program (ANSYS 11.0) is used to carry out non-linear analysis of uncracked, cracked and retrofitted RC beam. Based on the results obtained from numerical investigation it is seen that cracking in RC beam reduces the load carrying capacity of the beam. When retrofitting technique using steel or CFRP plate bonding externally is applied, stresses at the crack tip reduce significantly. Therefore, external plate bonding could be effectively applied in retrofitting of RC beam.	en_US
dc.language.iso	en_US	en_US
dc.publisher	The School of Applied Sciences and Technology, Shahjalal University of Science and Technology	en_US
dc.subject	CFRP sheet	en_US
dc.subject	Retrofitting	en_US
dc.subject	Non-linear analysis	en_US
dc.subject	Steel plate	en_US
dc.subject	Flexural crack	en_US
dc.subject	Plate bonding	en_US
dc.title	NUMERICAL INVESTIGATION OF THE BEHAVIOR OF RETROFITTED FLEXURAL CRACKED BEAM WITH EXTERNAL PLATE BONDING	en_US
dc.title.alternative	Conference on Engineering Research, Innovation and Education (CERIE 2011)	en_US
dc.type	Article	en_US