Determine the Correlation between Compressive Strength and Modulus of Elasticity in SCC
Abstract. This research was studied the relationship between the compressive strength and modulus of elasticity self-compacting concrete (SCC) which the relationship was provided from ABA (Iran Concrete Regulations). For this purpose 24 mixes was obtained as change in the amount of cement, water-cement ratio, micro-silica and the lubricant producer, and the compression strength was tested of each mixes. In the time-testing, further pressure recording, the deformation was tested by installed gauge for each pressure recording. Then, the correlation was determined due to the necessary calculations for convert the result of cubic samples to the standard cylindrical samples (Ec=5260√fc). The obtained formula was validated while the weight ratio of sand to gravel was 0.35 and 0.65, weight ratio of the lubricant to the cement (grade 300 to 400 kilograms per cubic meter) was 0.3 - 1.5%, ratio of water to cement was 0.35 to 0.45 and the micro-silica was 8 % of cement weight. This correlation was not recommended and need to be further investigated for out of aforementioned ranges.
Ahmadnejad, M., Comparison of bearing concrete components of SCC fibers in water diversion tunnel, MS Thesis, Shahrood University of technology, faculty of Civil architecture, 2 p. 2009.
Khalu, A.R., Mullah-raiisi, A., Rheology and mechanical properties of concrete containing fibers SCC steel,
paper, Fifth annual National concrete Conference, Tehran, October 2013.
Ramezanianpour, E., SCC: Technology and Application, Amir Kabir University of Technology, page: 82-83. 2013.
Shokrchi-zadeh, M., Liber, A., Khoshnazar, R., Kamalinezhad A. Conventional methods of SCC Concrete, SCC Concrete Congress Professional, Amirkabir University of Technology, Tehran, Iran, 2009.
Ramezanianpour, E., SCC: Technology and Application, Amir Kabir University of Technology, 91 p. 2013,
Mansouri, B., HosseinAli-Beigi, M, Comparison of compressive strength, tensile strength and modulus of elasticity SCC surrounded by polymer GFRP, paper, National Congress of SCC. 2011.
ACI 318 R – 14, building code requirements for structural concrete and commentary, American Concrete Institute, 315 p. 2014.
UBC97, “Uniform Building Code”, section 1908 –analysis and design, Page: 2-111. 1997.