Info: Zenodo’s user support line is staffed on regular business days between Dec 23 and Jan 5. Response times may be slightly longer than normal.

Published August 3, 2023 | Version v1
Journal article Open

Study On Flexural Behavior of Light Weight Green Concrete Beams

  • 1. Student,Rajdhani Institute of Engineering and Technology
  • 2. Assistant Professor,Rajdhani Institute of Engineering and Technology
  • 3. Professor & HOD,Rajdhani Institute of Engineering and Technology

Description

The increasing quantity of waste materials and industrial by- products is a major concern in the world today. The disposal of these by-products is becoming a big issue, because of the expense of disposal. Foundry Sand is a form of fine aggregate that is often used in hand and machine-made moulds. There is a strong desire to discover an alternative method of disposing of Foundry sand(FS) while also limiting the use of natural resources. So Fine aggregate is partially substituted with foundry sand in this experimental work in order to produce green concrete (GC) Light weight concrete is one of the initiatives attempted to lower the self -weight of concrete. The study focused on the strength characteristics of concrete when pumice aggregate was used as a partial replacement for coarse aggregate. Various strength tests are conducted by partially replacing coarse aggregate with pumice stone by 20%,25%,30%,35% and 40%. Light weight green concrete(LWGC) is made by partially replacing fine aggregate by foundry sand(20%) and coarse aggregate with 25% pumice stone. The findings suggest that Foundry Sand(FS) can effectively replace fine aggregate and pumice stone(PS) can effectively replace coarse aggregate to produce Light weight green concrete.

Files

Study On Flexural Behavior of Light Weight Green Concrete Beams.pdf

Files (380.5 kB)

Additional details

References

  • 1. Karthika, R. B., Vidyapriya, V., Sri, K. N., Beaula, K. M. G., Harini, R., & Sriram, M. (2021). Experimental study on lightweight concrete using pumice aggregate. Materials Today: Proceedings, 43, 1606-1613.
  • 2. Manoharan, T., Laksmanan, D., Mylsamy, K., Sivakumar, P., & Sircar, A. (2018). Engineering properties of concrete with partial utilization of used foundry sand. Waste management, 71, 454-460.
  • 3. Khatib, J., Jahami, A., & Baalbaki, O. (2019). Flexural characteristics of reinforced concrete beams containing lightweight aggregate in the tensile zone. Available at SSRN 3523048.
  • 4. Rumšys, D., Bačinskas, D., Spudulis, E., & Meškėnas, A. (2017). Comparison of material properties of lightweight concrete with recycled polyethylene and expanded clay aggregates. ProcediaEngineering, 172, 937-944.
  • 5. Sravani, T., Anusha, G., & Mallika, D. (2018). Experimental Study on Partial Replacement of Fine Aggregate with Waste Foundry Sand in Concrete. Journal of Civil Engineering and Environmental Technology, 5(8), 571-575.
  • 6. Kawale, A. P., Umare, M., & Shende, A. (2020). An Overview of the properties of foundry sand and construction waste in concrete. Journal of Seybold Report ISSN NO, 1533, 9211.
  • 7. Saravanakumar, R., Veerakumar, G., & Kumar, G. (2019). Strength Behavior of Pumice Stone Lightweight Concrete Beam in Contrast With Reinforced Concrete Beam. International Journal of Recent Technology and Engineering, 8(3), 297-300.
  • 8. Punitha, V., Sakthieswaran, N., & Babu, O. G. (2021). Experimental investigation of concrete incorporating HDPE plastic waste and metakaolin. Materials Today: Proceedings, 37, 1032-1035.
  • 9. Reddy, M. S. Y., Rao, V. V., & Reddy, M. S. (2021, April). A Study on Mechanical and Durability Properties of Structural Concrete using Pumice and Sintered fly ash Aggregates. In IOP Conference Series: Materials Science and Engineering (Vol. 1132, No. 1, p. 012002). IOP Publishing.
  • 10. Reddy, M. S. Y., Rao, V. V., & Reddy, M. S. A Study of Structural Concrete Using Pumice and Sintered fly ash Aggregates.