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Flexural Behaviour of RC Beams Using Foundry Sand as Partial Replacement of Fine Aggregate

Issue Abstract

Abstract
The standard motivation driving social occasion of the appraisal of this work is to re-use the used foundry sand (passed on at foundry tries) as a midway replacement to fine add up to pulled out rates (15 to a goliath digit of) that can be found in strong close to standard stream sand proposed to meet the necessities of concrete of assessment M50, using foundry sand with OPC have been considered in the assessment. Notwithstanding, the central examination is to be done on the flexural direct of kept up foundry sand strong shafts. To interface with the proportioning of foundry sand concrete, compressive quality appraisals are other than done. The tests to be done on around (18) uninhibitedly kept up light updates 150 mm x 250 mm. Right when everything is said in done length 2000 mm, it is from a general point of view kept up over the goliath appearing at 1800 mm under unadulterated bowing. The posts will be outfitted with the bewildering shear stronghold, so the parts' spoil may achieve unadulterated flexure ethics. In the assessment of concrete M50, everything considered with three foundry sand replacement levels (FSL) in every evaluation i.e., 15%, 25%, and 35% FSL are thought of.


Keywords: Flexural, Foundry Sand, Fine Aggregate.


Author Information
Murugesan S
Issue No
7
Volume No
2
Issue Publish Date
05 Jul 2020
Issue Pages
30-36

Issue References

References
1. Sudharsan, N, & Saravana ganesh, S. (2019). Feasibility studies on waste glass powder. International Journal of
Innovative Technology and Exploring Engineering, 8(8), 1644–1647.
2. Vidhya, K., & Kandasamy, S. (2013). Study on properties of bricks manufactured using fly ash and pond
ash. Pollution Research, 32(2), 405–409.
3. IS 383 -1970 - Aggregates specification (standards for coarse and exceptional aggregates from ordinary sources of concrete)
4. IS 2386 phase I - Aggregates trying out (method of test for aggregates for concrete).
5. IS 12269-1987 - Cement checking out
6. IS 383:1970 Specification for coarse and first-rate aggregates from normal sources for concrete (2d revision)
7. IS 456:2000 simple and reinforced concrete – codeof apply (1/3 revision)
8. IS 10262:2009 Concrete mix proportioning- instructional materials (first revision)
9. SP: 34 – Hand publication on Concrete Reinforcement and Detailing.
10. Http:// flyash.Sustainablesources.Com
11. Sudharsan, N,& Sivalingam, K. (2019). Potential utilization of waste material for sustainable development in
construction industry. International Journal of Recent Technology and Engineering, 8(3), 3435–3438.
12. Sudharsan, N., & Palanisamy, T. (2018). A comprehensive study on potential use of waste materials in brick for
13. sustainable development. Ecology, Environment and Conservation, 24, S339–S343.
14. Vidhya, K., & Kandasamy, S. (2016). Experimental Investigations on the Properties of Coal-Ash Brick Units as
Green Building Materials. International Journal of Coal Preparation and Utilization, 36(6), 318–325.
15. N. Sudharsan, T. Palanisamy, S. C. Yaragal, (2018), Environmental sustainability of waste glass as a valuable
construction material - A critical review. Ecology, Environment and Conservation, 24 pp. S331–S338.