FE modeling of CFRP strengthened concrete beam exposed to cyclic temperature humidity and sustain loading

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dc.contributor.authorBandara, HRCS
dc.contributor.authorGamage, JCPH
dc.contributor.authorAravinda, MD
dc.contributor.authorWeerakoon, SD
dc.contributor.editorRatnayake, N
dc.date.accessioned2022-05-19T06:27:07Z
dc.date.available2022-05-19T06:27:07Z
dc.date.issued2011-12
dc.description.abstractNeed for strengthening of civil engineering structures has been growing in recent times due to many reasons such as improper design, increased loading and environmental deterioration. Use of carbon fiber Reinforced Polymers (CFRP) has become a most promising and affordable solution for strengthening of structures due to their superior properties. The major challenge of this composite application in outdoor structures is the long term durability of the bond between CFRP sheet and the concrete substrate. Therefore, the understanding of performance of this system in different service conditions is very important.en_US
dc.identifier.citationBandara, H.R.C.S., Gamage, J.C.P.H., Aravinda, M.D., & Weerakoon, S.D. (2011). FE modeling of CFRP strengthened concrete beam exposed to cyclic temperature humidity and sustain loading. In N. Ratnayake (Ed.), Proceedings of the Civil Engineering Research for Industry Symposium 2011 (pp. 55-58). Department of Civil Engineering, University of Moratuwa.en_US
dc.identifier.conferenceCivil Engineering Research for Industry Symposium 2011en_US
dc.identifier.departmentDepartment of Civil Engineeringen_US
dc.identifier.emailchinthanasajndun@yahoo.comen_US
dc.identifier.emailkgamage@uom.lken_US
dc.identifier.emailavg.aravinda@yahoo.comen_US
dc.identifier.emailsachitradw@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnospp. 55-58en_US
dc.identifier.placeKatubeddaen_US
dc.identifier.proceedingProceedings of the Civil Engineering Research for Industry Symposium 2011en_US
dc.identifier.urihttp://dl.lib.uom.lk/handle/123/17875
dc.identifier.year2011en_US
dc.language.isoenen_US
dc.publisherDepartment of Civil Engineering, University of Moratuwaen_US
dc.subjectCFRPen_US
dc.subjectConcreteen_US
dc.subjectDurabilityen_US
dc.subjectHumidityen_US
dc.subjectFinite Element Modelingen_US
dc.titleFE modeling of CFRP strengthened concrete beam exposed to cyclic temperature humidity and sustain loadingen_US
dc.typeConference-Full-texten_US

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