Behavior Of Reinforce Fibrous Self Compacting Concrete Beam Strengthening With Externally Bonded Hybrid FRP System
Journal Title: International Journal of Modern Engineering Research (IJMER) - Year 2015, Vol 5, Issue 3
Abstract
In recent years, self-compacting concrete (SCC) has gained wide use for placement in congested reinforced concrete structures with difficult casting conditions. SCC offers several economical and technical benefits; the use of fibers extends its possibilities. Adjustment of the water/cement ratio and super plasticizer dosage is one of the main key properties in proportioning of SCC mixtures. Several tests such as slump flow, V-funnel, L-box were carried out to determine optimum parameters for the self-compatibility of mixtures. In this article Nylon 300-e3 micro synthetic fiber and Nylon Tuff macro synthetic fiber has used in combination and the effect of fiber inclusion on the compatibility of hybrid fiber reinforcement concrete are studied. Both the Nylon fiber hybrid with SSC and compared to Plan SSC, Hybrid SSC. The behavior of Reinforced Concrete (RC) beams strengthened in flexure by means of different combinations of externally bonded hybrid Glass and Carbon Fiber Reinforced Polymer (GFRP/CFRP) sheets has also studied
Authors and Affiliations
Bobby Narendra Ramteke , Prof. R. K. Parve
Keywords
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