Aramid Fiber Reinforced Polymer In High Strength Concrete Compressive Structures
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2017, Vol 5, Issue 5
Abstract
The purpose of this study is to investigate the effect of AFRP confined HSC column under blast and impact load. High strength concrete (HSC) is widely using in the world from few years. As the name indicates its high compressive strength can be effectively use in compressive structures like piers and columns. But their effective applications in impact resistant and blast resistant building structures are held by its brittle failure and lack of ductility. AFRP sheets can effectively use for overcome this disadvantage. AFRP sheets are having high impact and blast resistance and also its provide increase in ductility of column. This paper focuses on the compressive strength, blast resistance and impact resistance of HSC circular column model confined by AFRP sheets under axial compression. The analysis is done using ANSYS software.
Authors and Affiliations
Krishna Balakrishnan, Bhavya C.
Keywords
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