ACI guidelines to assess the performance of CFRP-strengthened concrete beams with transverse end U wraps

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dc.contributor.authorAriyachandra, MREF
dc.contributor.authorGamage, JCPH
dc.date.accessioned2016-01-06T12:26:25Z
dc.date.available2016-01-06T12:26:25Z
dc.date.issued2016-01-06
dc.description.abstractIn this comprehensive study, firstly, the theoretical model described in ACI 440 committee report to calculate the area of transverse U wraps provided for anchored CFRP-strengthened concrete beams was examined. Then, an experimental study was carried out with a total of 10 small-scale test specimens and test parameters were set to inspect the validity of the limitations given in the above theoretical model. Theoretical calculations were performed in accordance with ACI guidelines for the above test specimens as well as for the previous research studies. Finally, the constraints of applicability of the theoretical model given in ACI 440 committee report was discussed presenting new recommendations for different scenarios.en_US
dc.identifier.conference6th International Conference on Structural Engineering and Construction Management 2015en_US
dc.identifier.departmentDepartment of Engineeringen_US
dc.identifier.emailariyachandra88erandi@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnos7en_US
dc.identifier.placekandyen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/11644
dc.identifier.year2015en_US
dc.language.isoenen_US
dc.subjectCFRPen_US
dc.subjectdebonding
dc.subjectflexural capacity
dc.subjecttransverse end U wraps
dc.subject
dc.subject
dc.subject
dc.titleACI guidelines to assess the performance of CFRP-strengthened concrete beams with transverse end U wrapsen_US
dc.typeConference-Full-texten_US

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