Finite element modeling of reinforced concrete beams strengthened for flexure with carbon fiber reinforced polymers

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dc.contributor.authorLewangamage, CS
dc.contributor.authorPrakash, N
dc.contributor.authorJayanatb, BCR
dc.date.accessioned2019-10-28T04:25:32Z
dc.date.available2019-10-28T04:25:32Z
dc.description.abstractAging of reinforced concrete structures is of major concern, and strengthening these structures, using externally bonded Carbon Fiber Reinforced Polymers (CFRP) is a promising method. Prediction of behaviour of CFRP strengthened concrete members, using finite element method (FEM) has become increasingly popular, due to the advancement in the computational power and limited material resources. A three dimensional nonlinear FE model for rectangular reinforced concrete beam, strengthened with externally bonded CFRP has been developed using ANSYS and calibrated, using experimental results of CFRP strengthened beam in flexure. ANSYS FE model shows good agreement with the experimental results.en_US
dc.identifier.conference4th International Conference on Structural Engineering and Construction Management - 2013en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailsujeewal@uom.lken_US
dc.identifier.emailprakashn3@gmail.comen_US
dc.identifier.emailraieeviayanath@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnospp. 1 - 13en_US
dc.identifier.placeKandy, Sri Lankaen_US
dc.identifier.proceedingSpecial Session on Advanced Materialsen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/15224
dc.identifier.year2013en_US
dc.language.isoenen_US
dc.subjectStrengthening, Flexure, CFRP, Finite element modelling.en_US
dc.titleFinite element modeling of reinforced concrete beams strengthened for flexure with carbon fiber reinforced polymersen_US
dc.typeConference-Abstracten_US

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