Analysis of RC Beams Repaired with CFRP Laminates
T. P. Meikandaan1, M. Hemapriya2, P. Mugilvani3, R. Chitra4
1T.P.Meikandaan,, Associate Professor, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai, Tamil Nadu India.
2M. Hemapriya Assistant Professor, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai, Tamil Nadu India.
3P. Mugilvani , Assistant Professor, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai, Tamil Nadu India.
4R. Chitra , Assistant Professor, Department of Civil Engineering, Bharath Institute of Higher Education and Research, Chennai, Tamil Nadu India.
Manuscript received on 05 July 2019 | Revised Manuscript received on 18 July 2019 | Manuscript Published on 23 August 2019 | PP: 768-774 | Volume-8 Issue-9S3 August 2019 | Retrieval Number: I31590789S319/2019©BEIESP | DOI: 10.35940/ijitee.I3159.0789S319
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open-access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Retrofitting materials like aluminum bars, steel overlays and glass fiber mixes has been utilized in the development field for a long time. Carbon fiber mixes are the ongoing expansion to the retrofitting materials. Trial and expository investigation have been done and compared.Total number of 6 shafts yet of which 3 are control bars and the other 3 pillars pre harmed 70%of extreme burden and after that enveloped by the base with CFRP laminates.Experimental examination completed by applying two-point load. Investigative examination by FEM specifically utilizing ABAQUS the predications utilizing the proposed diagnostic model are in great concurrence with the exploratory outcomes. Key words: carbon fibre, epoxy, flexural, retrofitting, rehabilitation
Keywords: Analysis, CFRP Laminates, Experimental
Scope of the Article: Predictive Analysis