Mechanical Properties of Strengthened RC Beams using Steel Plates
P. Oliver Jayaprakash1, P.Sudarshan2, C.Hemalatha3

1Dr.P.Oliver jayaprakash*, Professor in Civil Engineering department of Sethu Institute of Technology (Autonomous), Kariapatti.
2Mr. P. Sudarshan, Assistant Professor , Civil Engineering department, Sethu institute of Technology (Autonomous), Kariapatti.
3Ms. C. Hemalatha , Assistant Professor, Civil Engineering Department, SRM Institute of Science and Technology (formerly known as SRM University), Ramapuram Campus.
Manuscript received on March 15, 2020. | Revised Manuscript received on March 25, 2020. | Manuscript published on April 10, 2020. | PP: 1208-1217 | Volume-9 Issue-6, April 2020. | Retrieval Number: D1444029420/2020©BEIESP | DOI: 10.35940/ijitee.D1444.049620
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Abstract: The focus of this analysis is the review of steel plate strengthened RC beams using Single row and Stagger row bolt arrangements and to compare the bonding behaviour of different bolts arrangement under flexure. Also, to investigate the behaviour, load bearing capacity and the deflection for control and steel plate bonded beams. This research is constrained by FEM analysis utilizing ANSYS to the actions of standard RC Beam and RC beam steel plate associated. 
Keywords:  FEM, ANSYS
Scope of the Article: Mechanical Design