Strength and Durability of Concrete Cubes and Cylinders Wrapped with FRP
DOI:
https://doi.org/10.37591/jocetm.v10i3.4280Abstract
Experimental were conduct on the distressed reinforced cement concrete compressive element and on the same after they have been retrofitted for rehabitation. Presently, FRP materials are also been started use in construction field in the form of wrapping to enhance the load carrying capacity, shear and flexural strength as well as ductility. This is an experiment based project which deals with strengthening and load deformation relationship of reinforced cement concrete. Mix design is done M 30 grade of concrete as per IS: 10262-2009 for preparation of structural elements. In this research, increases in strength, stiffness and durability due to external wrapping of Carbon Fiber Reinforced Polymer (CFRP) sheets on concrete cylinders were studied. The research focused on behavior of plain and wrapped concrete cylinders with respect to parameters such as concrete compressive strength, fiber orientation of CFRP wrap. The experimental results were correlated to analytical models consisting of terms representing lateral pressure generated by the wrap in hoop direction.
Keywords: Strength, Durability, Cylinder Wrapped, compressive elements
References
Sharma SS, Dave UV, Solanki H. FRP wrapping for RC columns with varying corner radii. Procedia Engineering. 2013 Jan 1;51:220-9.
Yazdani N, Goucher E. Increasing durability of lightweight concrete through FRP wrap. Composites Part B: Engineering. 2015 Dec 1;82:166-72.
Bhashya V, Ramesh G, Sundar Kumar S, Bharatkumar BH, Krishnamoorthy TS, Iyer NR. Experimental and Analytical Studies on Concrete Cylinders Wrapped with Fiber Reinforced Polymer. Computers Materials and Continua. 2011 Sep 1;25(1): pp.47-73
Manju R. Shanavas S. Abhilasha P S. ,Strengthening of RC Beams by Wrapping FRP on Steel Bars, International Journal of Engineering Research & Technology (IJERT), Vol. 3 Issue 11, November-2014, Pp.259- 264
Renee R. Rajappa 2004 Behavior of FRP Wrapped Concrete Cylinders. https://doi.org/10.33915/etd.1881
https://researchrepository.wvu.edu/cgi/viewcontent.cgi?article=2884&context=etd
Tarafder N, Swain R. Durability and “Case Study of Fiber Reinforced Polymer (Frp)”. IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE). 2016;13(6). PP 53-62,
Talikoti RS, Kandekar SB. Strength and durability study of concrete structures using aramid-fiber-reinforced polymer. Fibers. 2019 Feb;7(2):11. https://doi.org/10.3390/fib7020011
Alwyn Vrghese, Anand. N prince Arulraj G, Investigation on Impact Strength of Fiber Reinforced Concrete Subjected To Elevated Temperature, International Journal of Innovative Technology and Exploring Engineering (IJITEE), Volume-8 Issue-4, February 2019,pp 397-402
Li G, Maricherla D, Singh K, Pang SS, John M. Effect of fiber orientation on the structural behavior of FRP wrapped concrete cylinders. Composite structures. 2006 Aug 1;74(4):475-83.
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