1. DSpaceCRIS@UNITEN
  2. College of Engineering
  3. COE Scholarly Publication
Please use this identifier to cite or link to this item: http://dspace.uniten.edu.my/jspui/handle/123456789/8384
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dc.contributor.authorAhmed, A.-
dc.contributor.authorNaganathan, S.-
dc.contributor.authorNasharuddin, K.-
dc.contributor.authorFayyadh, M.M.-
dc.contributor.authorJamali, S.-
dc.date.accessioned2018-02-15T02:59:11Z-
dc.date.available2018-02-15T02:59:11Z-
dc.date.issued2016-
dc.identifier.urihttp://dspace.uniten.edu.my/jspui/handle/123456789/8384-
dc.description.abstractThis paper presents an investigation conducted on repairing damaged Reinforced Concrete (RC) beams with a large rectangular web opening using externally bonded plates. Carbon Fiber Reinforced Polymer (CFRP) and steel plates were used as repair materials with two types of configuration - hexagonal and rectangular - for each material. The beams contain a rectangular web opening at one of the shear spans. The externally bonded CFRP sheet and steel plate were found to be effective in repairing RC beams with a large rectangular web opening. The results showed that CFRP plates perform better than steel plates and that the rectangular configuration is better than the hexagonal one. © 2016 JUST. All Rights Reserved.-
dc.titleRepair effectiveness of damaged RC beams with web opening using CFRP and steel plates-
item.grantfulltextnone-
item.fulltextNo Fulltext-
Appears in Collections:COE Scholarly Publication
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