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Studying Tensile Strength of the Recycled Coarse Aggregate Concrete Using Double-Punch Test | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 6، دوره 10، شماره 3 - شماره پیاپی 27، آبان 2022، صفحه 100-120 اصل مقاله (1.86 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2021.20395.1413 | ||
| نویسندگان | ||
| Hamed Hemmmati Pourghashti؛ Rahmat Madandous* ؛ Malek Mohammad Ranjbar | ||
| Department of Civil Engineering, University of Guilan, Rasht, Iran | ||
| تاریخ دریافت: 25 اردیبهشت 1399، تاریخ بازنگری: 28 آذر 1399، تاریخ پذیرش: 05 تیر 1400 | ||
| چکیده | ||
| Using the recycled materials, such as waste concrete aggregates can be considered as a suitable solution for resolving environmental issues. The recycled coarse aggregates (RCA) can be utilized effectively in manufacturing structural concretes. Due to hardness and errors of direct tensile and splitting tensile tests, double -punch test (DPT) can be regarded as a reliable test method for evaluation of tensile strength in concrete specimens. In this study, application of DPT was investigated as a less known test method for RCA concretes considering different effective factors, such as water–to-cement ratio (0.4, 0.5, and 0.6), maximum nominal size of RCA (10 and 19 mm), curing conditions (wet and dry), and replacement level of RCA (0, 50, and 100%) and the results were validated by direct tensile and splitting tensile test results. A statistical analysis was performed to indicate significance of each variable in DPT results of RCA concretes. Also, compressive strength and modulus of elasticity were assessed and their relationships with tensile strength of the specimens were studied. The maximum RCA size, replacement level of RCA, and mechanical properties were diminished in mixtures by increasing water-to-cement ratio. Generally, DPT results showed remarkable proximity to direct tensile test results with a slight increase. In wet curing condition, mean values of splitting tensile, DPT, and direct tensile tests in the specimens containing 19mm of RCA were 11.61, 10.06, and 9.44% higher than those containing 10mm of RCA, respectively. Moreover, results of statistical analysis showed that the studied factors had significant effects on the results and they must be regarded in evaluation of DPT. | ||
| کلیدواژه‌ها | ||
| Double-punch test (DPT)؛ Direct tensile test؛ Splitting tensile test؛ Recycled coarse aggregate (RCA)؛ Maximum aggregates҆ size | ||
| مراجع | ||
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[1] Xiao, J., (2018). Recycled Aggregate Concrete Structures, Springer Tracts in Civil Engineering. doi:10.1007/978-3-662-53987-3.
[2] Verian, K.P., Ashraf, W., Cao, Y., (2018), “Properties of recycled concrete aggregate and their influence in new concrete production”, Resources, Conservation & Recycling, 133, 30- 49. https://doi.org/10.1016/j.resconrec.2018.02.005
[3] Javadein, S. I., Madandoust, R., Mirhosseini, S. M. (2020). “In situ strength assessment of concrete using recycled aggregates by means of small diameter cores.” Journal of Rehabilitation in Civil Engineering., doi:10.22075/JRCE.2020.16540.1310.
[4] Brito, J. D., Robles, R., (2010). “Recycled aggregate concrete (RAC) methodology for estimating its long-term properties.” Indian Journal of Engineering and Materials Sciences. Vol. 17. pp. 449-462.
[5] Domingo-Cabo A., Lázaro C., López-Gayarre F., Serrano-López M. A., Serna P., and Castaño-Tabares J.O., (2009), “Creep and shrinkage of recycled aggregate concrete.” Construction and Building Materials, Vol. 23, pp. 2545–2553. doi:10.1016/j.conbuildmat.2009.02.018.
[6] Hansen. T. C., (1986), “Recycled aggregate and recycled aggregate concrete.” second state of- the-art report, developments from 1945–1985. Materials and Structures, Vol. 19, No. 3, pp. 201–246. doi:10.1007/BF0247203.
[7] Gesoglu, M., Güneyisi, E., Öznur, H., Taha, I., Taner, M., (2015). “Failure characteristics of self-compacting concretes made with recycled aggregates.” Constr. Build. Mater. 98, 334–344. https://doi.org/10.1016/j.conbuildmat.2015.08.036
[8] Sasanipour, H., Aslani, F., (2020). “Durability properties evaluation of self-compacting concrete prepared with waste fine and coarse recycled concrete aggregates.” Construction and Building Materials, Vol. 236, pp. 117540. doi:10.1016/j.conbuildmat.2019.117540.
[9] Limbachiya, M. C., Leelawat, T. and Dhir, R. K., (2000). “Use of recycled concrete aggregate in high-strength concrete. Materials and structures.” Vol. 33, pp. 574–580 doi:10.1007/BF02480538.
[10] Muduli, R. and Mukharjee, B. B., (2020). Performance assessment of concrete incorporating recycled coarse aggregates and metakaolin: A systematic approach. Construction and Building Materials, Vol. 233, pp. 117223. doi:10.1016/j.conbuildmat.2019.117223.
[11] Brand, A.S., Roesler, J.R., Salas, A., (2015). “Initial moisture and mixing effects on higher quality recycled coarse aggregate concrete”. Constr. Build. Mater. 79, 83–89. https://doi.org/10.1016/j.conbuildmat.2015.01.047
[12] Etxeberria, M., Vázquez, E., Marí, A., Barra, M., (2007). “Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete.” Cem. Concr. Res. 37 (May (5)), 735–742. https://doi.org/10.1016/j.cemconres.2007.02.002
[13] Silva, R.V., De Brito, J., Dhir, R.K., (2016). “Performance of cementitious renderings and masonry mortars containing recycled aggregates from construction and demolition wastes.” Constr. Build. Mater. 105, 400–415. https://doi.org/10.1016/j.conbuildmat.2015.12.171
[14] Beltrán, M.G., Barbudo, A., Agrela, F., Galvin, A.P., Jimenez, J.R., (2014). “Effect of cement addition on the properties of recycled concretes to reach control concretes strengths.” J. Clean Prod. 79, 124–133. https://doi.org/10.1016/j.jclepro.2014.05.053
[15] Wang, R., Yu, N., Li, Y., (2020), “Methods for improving the microstructure of recycled concrete aggregate: A review”, Construction and Building Material, 242, 118164, http://doi.org/10.1016/j.conbuildmat.201 9.118164.
[16] Lotfy, A., Al-Fayez, M., “Performance evaluation of structural concrete using controlled quality coarse and fine recycled concrete aggregate”, Cem. Concr. Compos. 61 (2015) pp. 36–43, doi:10.1016/j.cemconcomp.2015.02.009.
[17] Chen, W. F., (1970). “Double punch test for tensile strength of concrete.” ACI Materials Journal, Vol. 67, No. 2, pp. 993–995.
[18] Chen, W.F. and Yuan, R.L., (1980). Tensile strength of concrete: Double-punch test. Journal of the Structural Division, Vol. 106, No. 8, pp.1673-1693.
[19] Molins, C., Aguado, A., Saludes, S., (2009).
“Double Punch Test to Control the Energy Dissipation in Tension of FRC (Barcelona Test), Material and Structures Vol. 42, pp. 415–425.
[20] Carmona, S., Aguado, A. and Molins, C., (2013). “Characterization of the properties of steel fiber reinforced concrete by means of the generalized Barcelona test.” Construction and Building Materials, Vol. 48, pp.592-600. doi:10.1016/j.conbuildmat.2013.07.060.
[21] D. Choumanidis, E. Badogiannis, P. Nomikos, A. Sofianos, (2017),Barcelona test for the evaluation of the mechanical properties of single and hybrid FRC, exposed to elevated temperature, Construction and Building Materials 138 pp. 296–305.
[22] Kim, J. and Lee, G.P., (2015). “Evaluation of mechanical properties of steel-fibre-reinforced concrete exposed to high temperatures by double-punch test.” Construction and Building Materials 79 Vol. 79, pp. 182–191. doi:10.1016/j.conbuildmat.2015.01.042
[23] ASTM C 150. Standard Specification for Portland Cement. American Standards for Testing and Materials; 2004.
[24] BS EN 12390-3, Testing Hardened Concrete—Part 3: Compressive Strength of Test Specimens, BSI, 2009.
[25] ASTM C 469. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. American Standards for Testing and Materials; 2004.
[26] ASTM C 496. Standard test method for splitting tensile strength of cylindrical concrete specimens. American Standards for Testing and Materials; 2011.
[27] Xuping L., (2008). “Recycling and reuse of waste concrete in China Part I. Material behaviour of recycled aggregate concrete.” Resources, Conservation and Recycling Vol. 53 pp. 36–44. doi:10.1016/j.resconrec.2008.09.006.
[28] Tam, V.W.Y., Butera, A., Le, K.N., (2016). Carbon-conditioned recycled aggregate in concrete production. J. Clean. Prod. 133, 672–680.
[29] Seber GAF and Lee AJ (2003). “Linear Regression Analysis.” Second Edition, John Wiley & Sons Inc.
[30] Montgomery D.C., (2013). “Design and Analysis of Experiments.” John Wiley & Sons, Inc., eighth ed., Arizona State University.
[31] Xiao J., Li J., Zhang C., (2005). “Mechanical properties of recycled aggregate concrete under uniaxial loading.” Cement and Concrete Research Vol. 35, pp. 1187–1194. doi:10.1016/j.cemconres.2004.09.020.
[32] Limbachiya, M. C., Leelawat, T. Dhir, R.K. (2000). “Use of recycled concrete aggregate in high-strength concrete.” Mat. Struct. Vol. 33, pp. 574–580.
[33] Frondistou-Yannas, S., (1977). “Waste concrete as aggregate for new concrete.” In Journal Proceedings Vol. 74, No. 8, pp. 373-376.
[34] Majhi, R.K., Nayak, A.N., Mukharjee, B.B., (2018), “Development of sustainable concrete using recycled coarse aggregate and ground granulated blast furnace slag.” Construction and Building Materials, Vol.159, pp.417-430. https://doi.org/10.1016/j.conbuildmat.2017.10.118
[35] Muduli, R., & Mukharjee, B.B., (2019). “Effect of incorporation of metakaolin and recycled coarse aggregate on properties of concrete.” J. Clean. Prod. Vol. 209, pp.398–414 https://doi.org/10.1016/j.jclepro.2018.10.221
[36] Zhao, X. Y., & Duan, M. L., (2013). “Experimental Research on Mechanical Properties of Recycled Aggregate Concrete under Uniaxial Loading.” Advanced Materials Research. Vol. 671-674. pp. 1736-1740. doi:10.4028/www.scientific.net/AMR.671-674.1736. | ||
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