Show simple item record Ranasinghe, RATM Jinadasa, DVLR Srilal, HPS Gamage, JCPH 2016-05-11T08:13:59Z 2016-05-11T08:13:59Z 2016-05-11
dc.description.abstract The use of Carbon Fiber Reinforced Polymers (CFRP) for concrete structures is becoming worldwide trend as an alternative to the use of conventional materials. Although there is an enormous structural potential to use the CFRP strengthened concrete in high rise building projects and industrial structures, majority of applications are limited only in bridges. The main reason is due to the lack of information related with the fire resistance of strengthened members. However, it is the prime importance to establish the adequacy of fire endurance and the structural integrity of the members prior to further implementing CFRP composite materials in buildings. Studies are carried out regarding the behavior of insulated and non-insulated CFRP/concrete members exposed to high temperature. Finite element analysis was used for the heat transfer analysis and simulations are done with the aid of commercially available software (ANSYS). This paper presents the thermal behavior of CFRP/concrete subjected to the transient heat condition and analysis on the bond performance under standard fire condition. en_US
dc.language.iso en en_US
dc.subject CFRP, Concrete, Elevated temperature, Fire, Finite element modeling en_US
dc.title Behaviour of CFRP strengthened concrete slab at elevated temperature 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 2011 en_US
dc.identifier.conference International Conference on Structural Engineering, Construction and Management (ICSECM - 2011) en_US Kandy en_US

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