An Experimental Study on Structural Behavior of Lathe Waste in Conventional and Self-Compacting Concrete
Keywords:bending, deformational behavior, simply supported beam, shear, steel scrap.
To diminish the effect on condition and impact of soil disintegration the lathe waste or steel scrap i.e. machine squander, which is acquired from mechanical machines, can be utilized as reusing material in the concrete blend. This project emphasizes the study on self-compacting concrete (SCC) and conventional concrete (CC) with the addition of machine squander. The investigation is done with and without the addition of steel scrap in conventional and self-compacting concrete. The optimal content of steel scrap is utilized out of 1%, 2%, and 3%. Multiple trail mixes were carried out to find out the optimal content of steel scrap. The fresh and hardened properties of concrete are resolved. The test completed determining flow properties of SCC are Slump, L-box, V-funnel tests. The flexural, compressive and split tensile strengths of concrete were resolved. A total 8 beam specimens were cast and tested under simply supported condition. Deformational behavior was compared between conventional concrete, beam specimens to SCC concrete beam specimens.
 G. Vijayakumar, P. Senthilnathan, K. Pandurangan and G. Ramakrishna, (2012), â€œImpact and Energy Absorption Characteristics of Lathe Scrap", International Journal of Structural and Civil engineering research" , Vol. 1, No. 1, pp. 1â€“6.
 S. Meenakshi Sudarvizhi, M. Rohini Shanmugapriya, and R. Ilangovan, (2013), â€œAn experimental investigation on mechanical properties of concrete using industry wasteâ€, International Journal of Earth Science and Engineering., Vol. 6, No. 2, pp. 118â€“122.
 M. Kumaran, M. Nithi and K. R. Reshma, (2015), â€œEffect of lathe waste in concrete as reinforcementâ€, Special Issue International Conference on Technological Advancements in Structures and Concstruction, pp. 78â€“83.
 J. Joy and R. Rajeev, â€œPerformance of Steel Scrap in Concrete, (2015)â€, International Journal for Scientific Research and Development, Vol. 2, No. 12, pp. 755â€“758.
 P. Haldkar and A. Salunke, (2016), â€œAnalysis of Effect of Addition of Lathe Scrap on the Mechanical Properties of Concreteâ€, International Journal of Science and research, Vol. 5, No. 4, pp. 2321â€“2325.
 T. Anand, M. Balaji and S.Vijaya Baskar, (2017 ), â€œAn Experimental Investigation On Rheological Properties Of SCC Using Steel Scrapâ€, International Journal of Civil Engineering, pp. 125â€“128.
 M. Shaikh and A. Patil, (2016), â€œStudy on Addition of Lathe Scrap to Improve the Mechanical Properties of Concreteâ€, International journal of Innovative Research in Science Engineering and Technology, Vol. 5, pp. 8573â€“8578.
 Rahman, S. M. Ali, and S. Azeemuddin, (2017), â€œPerformance Analysis of Steel Scrap in Structural Concreteâ€, International Journal of Mechanical and Civil Engineering, Vol. 14, No. 2, pp. 42â€“47.
 M. S. Shetty, (2005)"Concrete technology : theory and practice". S. Chand,.
 B. of Indian Standards, â€œIS 456 (2000): Plain and Reinforced Concrete - Code of Practice.â€
 N. (Narayanan) Subramanian, Design of reinforced concrete structures.
 DR. B. Krishna Rao, J. Rajesh, (2015), "A Study on Partial Replacement of Cement by Copper Slag in Self-Compacting Copper", International Journal of Science and Research, Vol. 5, No. 12, pp-1824-1828.
View Full Article:
How to Cite
LicenseAuthors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under aÂ Creative Commons Attribution Licensethat allows others to share the work with an acknowledgement of the work''s authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal''s published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (SeeÂ The Effect of Open Access).