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Bond performance of CFRP strengthened steel members subjected to axial compression

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dc.contributor.author Abeygunasekera, S
dc.contributor.author Gamage, JCPH
dc.contributor.author Fawzia, S
dc.date.accessioned 2018-11-13T21:09:15Z
dc.date.available 2018-11-13T21:09:15Z
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/13678
dc.description.abstract This paper focuses on the use of externally bonded Carbon Fiber Reinforced Polymer (CFRP) materials to strengthen steel plates subjected to compression. A fully slender steel section was selected in this test programme. CFRP strengthened steel plates and non strengthened plates were tested to fail under compressive load. The middle part of the strut was strengthened using CFRP sheet. The length of the strengthened zone was varied. Eight specimens were tested in this test programme. The test results showed a significant strength gain of 47% and delaying of lateral torsional buckling failure mode of strengthened members. This study confirms that there is great potential to increase the short term performance of CFRP strengthened steel structure under axial compression. en_US
dc.language.iso en en_US
dc.subject CFRP/steel composites, Bond length, Bond performance, Axial Compression en_US
dc.title Bond performance of CFRP strengthened steel members subjected to axial compression en_US
dc.type Conference-Abstract en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Civil Engineering en_US
dc.identifier.year 2013 en_US
dc.identifier.conference 4th International Conference on Structural Engineering and Construction Management (ICSCM - 2013) en_US
dc.identifier.place Kandy, Sri Lanka en_US
dc.identifier.pgnos pp. 1 - 6 en_US
dc.identifier.email sampath@cinec.edu en_US
dc.identifier.email kgamage@Uom.lk en_US
dc.identifier.email sabrina.fawzia@qut.edu.au en_US


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