RELATIONSHIP BETWEEN COMPRESSIVE STRENGTH AND MODULUS OF ELASTICITY OF SELF CONSOLIDATING HIGH PERFORMANCE CONCRETES (SCHPCS) INCORPORATING GSA AS SCM
Buari T.A1, 2, 3* Olutoge F.A2, 3 Ayininuola G. M.3
1Department of Building Technology, The Federal Polytechnic Ede, Nigeria
2Faculty of Engineering, The University of the West Indies, Trinidad
3Department of Civil Engineering, University of Ibadan, Nigeria
1Email: buari4ever@federalpolyede.edu.ng *(Corresponding author)
2Email: Festus.olutoge@sta.uwi.edu
3Email: gm.ayininuola@ui.edu.ng
Abstract:
This experimental work evaluates the relationship between compressive strength and modulus of Elasticity of self-consolidating High performance concrete (SCHPC) containing high volume of Groundnut Shell Ash (GSA) up to 40% substitution as SCM. A total of 210 specimens of the GSA blended SCHPCs comprising 105 cubes (100 x100 mm) and 105 cylinders (150x300 mm) were cured in water for 7,14,28 ,56, 92,120 and 180 days hydration periods and the compressive strength and Modulus of elasticity determined. The linear relationships were studied with regression analysis. The findings revealed that all the mixes met the Modulus of Elasticity values requirement of 18,000N/mm2 to 42,000N/mm2 and the compressive results show that three substitution levels of 0%, 10% and 20% attained the proposed design strength (40-130 Mpa) and also satisfied the requirement for self-consolidating and high strength concretes. In conclusion, 0%-20% GSA substitutions (SCHPCA0-SCHPCA20) indicated a strong linear relationship with regressions values obtained varies between 0.842 and 0.954 for the two variables. Addition of GSA as SCM has improved the mechanical properties of SCHPC and creates a strong relationship between the compressive strength and Modulus of Elasticity.
Keywords: Compressive strength, GSA, Modulus of elasticity, Regression analysis and SCHPC.
https://doi.org/10.47412/AKTQ7222
