Size Effects on Flexural Behavior of Steel Fiber Reinforced Concrete with Industrial Wastes
Journal Title: International Journal for Research in Applied Science and Engineering Technology (IJRASET) - Year 2016, Vol 4, Issue 5
Abstract
Presently in India, about 960 million tonnes of solid waste is being generated annually as by-products during industrial, mining, municipal, agricultural and otherprocesses.Due to the rapid industrialization taking place globally, the problems generated are acute shortage of construction material and increasing in productivity of wastes.In present the most of design codes for concrete structures do not consider the effect of size.The flexural behavior of concrete is often different from its behavior under direct tension. The flexural strength has been varies for depend on the size of the beam. The size effect to be much weaker in three-point-bend beams than in four-point-bend beams (because the zone of maximum stress is much shorter in the former). The flexural strength of beam decreases as the size increases. The size effect on flexural strength to be determined. To identify increase the specimen size and decrease the flexural strength of concrete. This paper deals with an experimental study on size effects on flexural behavior of steel fiber reinforced concrete with industrial wastes. The flexural behavior of steel fiber concrete beam is investigated in this study.
Authors and Affiliations
P. Meena, N. Sakthieswaran, G. Shiny Brintha, O. Ganesh Babu
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