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Mix Design of M25 Grade Concrete and Performing Split Tensile Strength Test on Concrete

Amit Bagadte, Amit Patel, Rahul Patel, Karan Patel, Mantu Shah, Bikram Prasad

Abstract


This study of split tensile strength of concrete FSPT, compressive strength FC, of early age of concrete under the different temperature. The concrete of cylindrical specimens was mixed with the different water cement ratio and with cement of OPC grade 43. It was found that spit tensile strength of concrete 2.76 N/mm2 for 7 days and 2.97 N/mm2 for 14 days.

 


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References


IS 456-2000 for mix designing of concrete

IS 10262-2009 for mix designing of concrete

IS 5816-1999 for split tensile strength test

IS 516-2021(Part -1) for split tensile strength test

Sahoo, K. K., Naik, B., Paul, S., Dhangdamajhi, G., Bagal, D. K., & Barua, A. (2019). Comparative Analysis Based on Partial Replacement of Portland Cement with Fly ash and Iron slag in M25 and M40 Grade Concrete. International Journal of Management Technology Engineering Economics, 9, 971-82.

Uysal, M., & Sumer, M. (2011). Performance of self-compacting concrete containing different mineral admixtures. Construction and Building materials, 25(11), 4112-4120.

Agrawal, R., Singh, A.K., & Singhal, D. (1996). Effect of fiber reinforcing index on compressive strength and bond strength of steel fiber reinforced concrete. Institution of Engineers (India), 77(1), 37-40.


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