A Review – Shear and Pullout behaviours of steel Fiber Reinforced Concrete on Elevated Temperature
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 5
Abstract
This paper presents the study of the shear and pullout behaviours of steel fiber reinforced concrete (SFRC) with partial replacements of fine aggregate with copper slag subjected to elevated temperature. Since the shear failures are catastrophic and sudden without any warning, the shear failure of structures to be avoided. The flexural strength in RCC and Prestressed concrete members are influenced by the bond between steel and concrete. Therefore this paper is focused to study these behaviours. The study is formulated to test the shear and pullout behaviours in the elevated temperatures on the specimen of Steel Fibre Reinforced Concrete with partial replacement of fine aggregate with 40% of copper slag with different volume fraction of steel fibers of 0%, 3% and 4% randomly oriented in the concrete.
Authors and Affiliations
M. Selvam, N. Sakthieswaran, G. Shiny Brintha, O. Ganesh Babu
Keywords
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