Scheffe’s models for optimization of tensile and flexural strength of recycled ceramic tile aggregate concrete

Main Article Content

Edidiong E. Ambrose
Fidelis O. Okafor
Michael E. Onyia

Abstract

The large amount of wastes generated by the ceramic industry is presently not reused in any significant quantity. Incorporation of these wastes into concrete production is a win-win proposition for both the ceramic and concrete industries. However, there are presently no mathematical models for predicting the properties of these concretes. While there has been extensive research on the use of ceramic wastes as coarse aggregates, there are very limited research data on their use as fine aggregates. In the current study, augmented Scheffe’s simplex lattice theory was used to formulate mathematical models for predicting and optimizing the tensile and flexural strengths of concrete into which recycled ceramic tiles (RCT) are incorporated as a fine aggregate. Preliminary tests on RCT show that it is a suitable fine aggregate material and further testing shows the feasibility of using it in concrete production. It has also been established that addition of RCT improves the strength of concrete. The formulated models can predict the mix ratio for desired tensile and flexural strengths of RCT concrete and vice versa. Responses from these models are in agreement with corresponding experimental data. Adequacy of the models was confirmed using analysis of variance and normal probability plots of model residuals at a 95% confidence level. With the model equations, tensile and flexural strength of potential mix proportions of RCT concrete can be monitored and optimized. This is especially important for concrete used in pavement, airfield slabs and water retaining structures, among other applications.

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How to Cite
Ambrose, E. E., Okafor, F. O., & Onyia, M. E. (2021). Scheffe’s models for optimization of tensile and flexural strength of recycled ceramic tile aggregate concrete. Engineering and Applied Science Research, 48(5), 497-508. Retrieved from https://ph01.tci-thaijo.org/index.php/easr/article/view/243166
Section
ORIGINAL RESEARCH

References

[1] Tahar Z, Benabed B, Kadri E, Ngo T, Bouvet A. Rheology and strength of concrete made with recycled concrete aggregate as replacement of natural aggregates. Epitoanyag JSBCM. 2020;72(2):48-58.

[2] Ambrose EE, Forth JP. Influence of relative humidity on tensile and compressive creep of concrete amended with ground granulated blast-furnace slag. Niger J Tech. 2018;37(1):19-27.

[3] Ikponmwosa EE, Ehikhuenmen SO. The effect of ceramic waste as coarse aggregate on strength properties of concrete. Niger J Tech. 2017;36(3):691-6.

[4] Anya UC. Models for predicting the structural characteristics of sand-quarry dust blocks. Nsukka: University of Nigeria; 2015.

[5] Wongkvanklom A, Sata V, Sanjayan JG, Chindaprasirt P. Setting time, compressive strength and sulfuric acid resistance of a high calcium fly ash geopolymer borax. Eng Appl Sci Res. 2018;45(2):89-94.

[6] Hadavand B, Imaninasab R. Assessing the influence of construction and demolition waste materials on workability and mechanical properties of concrete using statistical analysis. Innovat Infrastuct Solut. 2019;4:1-11.

[7] Ambrose EE, Ekpo DU, Umoren IM, Ekwere US. Compressive strength and workability of laterized quarry sand concrete. Niger J Tech. 2018;37(3):605-10.

[8] Kannan MK, Aboubakr SH, El-Dieb AS, Taha MM. High performance concrete incorporating ceramic wastes powder as large partial replacement of Portland cement. Constr Build Mater. 2017;144:35-41.

[9] Zimbili O, Salim W, Ndambuki M. A review on the usage of ceramic wastes in concrete production. Int J Civ Environ Struct Const Archit Eng. 2014;8(1):91-5.

[10] Gonzalez-Coromina A, Etxeberria M. Properties of high-performance concrete made with recycled fine ceramic and coarse mixed aggregate. Constr Build Mater. 2014;68:618-26.

[11] Higashiyama H, Yagishita F, Sano M, Takahashi O. Compressive strength and resistance to chloride penetration or mortars using ceramic as fine aggregate. Constr Build Mater. 2012;26:96-101.

[12] Shruthi HG, Gowtham ME, Samreen T, Syed RP. Re-use of ceramic waste as aggregate in concrete. Int Res J Eng Tech. 2016;3(7):115-9.

[13] Halicka A, Ogrodnik P, Zegardlo B. Using ceramic sanitary ware waste as concrete aggregate. Const Build Mater. 2013;48:295-305.

[14] Awoyera PO, Ndambuki JM, Akinmusuru JO, Omole OD. Characterization of ceramic waste aggregate. HBRC J. 2018;14(3):282-7.

[15] Elci H. Utilisation of crushed floor and wall tile wastes as aggregate in concrete production. J Cleaner Prod. 2016;112:742-52.

[16] Rashid K, Razzaq A, Ahmad M, Rashid T, Tariq S. Experimental and analytical selection of sustainable recycled concrete with ceramic waste aggregate. Const Build Mater. 2017;154:829-40.

[17] Nepomuceno MC, Isidoro RA. Mechanical performance evaluation of concrete made with recycled ceramic coarse aggregate from industrial brick waste. Const Build Mater. 2018;165:284-94.

[18] Bartosz Z, Maciej S, Pawel O. Ultra-high strength concrete made with recycled aggregate from sanitary ceramic wastes-the method of production and the interfacial transition zone. Const Build Mater. 2016;122:736-42.

[19] Paewchompoo N, Yodsudjai W, Suwanvitaya P, Iwanami M. Corrosion-induced cracking in recycled aggregate concrete (RAC). Eng Appl Sc Res. 2020;47(2):145-52.

[20] Neville AM. Properties of concrete. 5th ed. London: Pearson Education; 2011.

[21] Marke MO, Marke AI. Comparative evaluation of the flexural strength of concrete and colcrete. Niger J Tech. 2010;29(1):13-22.

[22] Iqbal KM. Analytical model for the strength prediction of HPC consisting of cementitious composites. Archit Civ Eng Environ. 2009;1:89-96.

[23] Chidiac SE, Moutassem F, Mahmoodzadeh F. Compressive strength model for concrete. Mag Concr Res. 2013;65(9):557-72.

[24] Popovics S, Ujhelyi J. Contribution to the concrete strength versus water-cement ratio relationship. J Mater Civ Eng. 2008;20(7):459-63.

[25] Oztas A, Pala M, Ozbay E, Kanca E, Caglar N, Bhatti MA. Predicting the compressive strength and slump of high strength concrete using neural network. Constr Build Mater. 2006;20(9):769-75.

[26] Shariati M, Mafipour MS, Mehrabi P, Karzan MA. Prediction of concrete strength in presence of furnace slag and fly ash hybrid ANN-GA (Artificial Neural Network-Genetic Algorithm). Smart Struct Syst. 2020;25(2):183-195.

[27] Khashman A, Akpinar P. Non-destructive prediction of concrete compressive strength using neural networks. Procedia Comput Sci. 2017;108:2358-62.

[28] Chen L. A multiple linear regression prediction of concrete compressive strength based on physical properties of electric arc furnace oxidizing slag. Int J Appl Sci Eng. 2010;2(7):153-8.

[29] Hariharan AR, Santhi AS, Mohan Ganesh G. Statistical model to predict the mechanical properties of binary and ternary blended concrete using regression analysis. Int J Civ Eng. 2015;13(3):331-40.

[30] Chopra P, Sharma RK, Kumar M. Regression models for the prediction of compressive strength of concrete with & without fly ash. Int J Latest Trends Eng Tech. 2014;3(4):400-6.

[31] Tepecik A, Altin Z, Erturan S. Modeling compressive strength of standard CEM-I 42.5 cement produced in Turkey with stepwise regression method. J Chem Soc Pak. 2009;31(2):214-20.

[32] Allahverdi A, Mahinroosta M, Pilehvar S. A temperature-age model for prediction of compressive strength of chemically activated high phosphorous slag content cement. Int J Civ Eng. 2017;15:839-47.

[33] Allahverdi A, Mahinroosta M. A model for prediction of compressive strength of chemically activated high phosphorous slag content cement. Int J Civ Eng. 2014;12(4):481-7.

[34] Onuamah PN, Osadebe NN. Development of optimized strength model of lateritic hollow block with 4% mound soil inclusion. Niger J Tech. 2015;34(1):1-11.

[35] Mama BO, Osadebe NN. Comparative analysis of two mathematical models for prediction of compressive strength of sancrete blocks using alluvial deposit. Niger J Tech. 2011;30(3):82-9.

[36] Okafor FO, Oguaghamba O. Procedures for optimization using Scheffe’s model. J Eng Sci Appl. 2010;7(1):36-46.

[37] Attah IC, Etim RK, George UA, Bassey OB. Optimization of mechanical properties of rice husk ash concrete using Scheffe’s theory. SN Appl Sci. 2020;2:928.

[38] Scheffe H. Experiment with mixtures. J R Stat Soc. 1958;20(2):344-60.

[39] Akhnazarova S, Kafarov V. Experiment optimization in chemistry and chemical engineering. Moscow: MIR Publishers; 1982.

[40] Osadebe NN, Mbajiorgu CC, Nwakonobi TU. An optimization model development for laterized concrete mix proportioning in building constructions. Niger J Tech. 2007;26(1):37-45.

[41] Onyelowe K, Alaneme G, Igboayaka C, Orji F, Ugwuanyi H, Van DB, et al. Scheffe optimization of swelling, California bearing ratio, compressive strength, and durability potentials of quarry dust stabilized soft clay soil. Mater Sci Energy Tech. 2019;2:67-77.

[42] NIS 444-1. Composition, specification and conformity criteria for common cements. Abuja: Standard Organization of Nigeria; 2008.

[43] BS EN 12390-2. Testing hardened concrete-Part 2: Making and curing specimens for strength tests. London: British Standard Institute; 2009.

[44] BS EN 12350-2. Testing fresh concrete-part 2: Slump test. London: British Standard Institute; 2009.

[45] BS EN 12390-6. Testing hardened concrete-part 6: Tensile splitting strength of test specimens. London: British Standard Institute; 2009.

[46] BS EN 12390-5. Testing hardened concrete-part 5: Flexural strength of test specimens. London: British Standard Institute; 2009.

[47] Awoyera PO, Akinmusuru JO, Ndambuki JM. Green concrete production with ceramic wastes and laterite. Const Build Mater. 2016;117:29-36.

[48] Binici H. Effect of crushed ceramic and basalt pumics as fine aggregates on concrete mortar properties. Const Build Mater. 2007;21:1191-7.

[49] Simon MJ. Concrete mixture optimization using statistical methods: final report. Virginia, USA: Federal highway administration, Infrastructure Research and Development; 2003.

[50] Torkittikul A, Chaipanich A. Utilization of ceramic waste as fine aggregate within Portland cement and fly ash concrete. Cem Conc Compos. 2010;32:440-9.