Institutional-Repository, University of Moratuwa.  

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

Show simple item record

dc.contributor.author Ariyachandra, MREF
dc.contributor.author Gamage, JCPH
dc.date.accessioned 2016-01-06T12:26:25Z
dc.date.available 2016-01-06T12:26:25Z
dc.date.issued 2016-01-06
dc.identifier.uri http://dl.lib.mrt.ac.lk/handle/123/11644
dc.description.abstract In 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.language.iso en en_US
dc.subject CFRP en_US
dc.subject debonding
dc.subject flexural capacity
dc.subject transverse end U wraps
dc.subject
dc.subject
dc.subject
dc.title ACI guidelines to assess the performance of CFRP-strengthened concrete beams with transverse end U wraps en_US
dc.type Conference-Full-text en_US
dc.identifier.faculty Engineering en_US
dc.identifier.department Department of Engineering en_US
dc.identifier.year 2015 en_US
dc.identifier.conference 6th International Conference on Structural Engineering and Construction Management 2015 en_US
dc.identifier.place kandy en_US
dc.identifier.pgnos 7 en_US
dc.identifier.email ariyachandra88erandi@gmail.com en_US


Files in this item

This item appears in the following Collection(s)

Show simple item record