Abstract
Although extensive investigations have been carried out to produce reactive powder concrete (RPC), the majority of these investigations were conducted based on using fine sand with a maximum particle size of 600 microns and cured under certain conditions. Crushing and grinding processes applied to obtain smaller aggregate sizes and applying heat curing require consuming more energy, which may dramatically affect the cost of production and limit the applicability of this concrete. Thus, this paper mainly aims to assess the performance of RPC made from more cost-efficient sand (i.e., 5 mm fine aggregate) and cured under ambient conditions. For this purpose, a total of twelve mixes (nine with steel fibers and three without) were designed using the local materials to investigate the physical, mechanical, and durability performance of the produced RPC. Moreover, the influence of three different parameters namely, cement content (800, 850 and 900 kg/m3), silica fume ratio as a replacement to cement (0%, 15% and 25%), and steel fibers ratios (0% and 2%) on the performance of RPC was also studied. Water and superplasticizer ratios were kept constant at 0.18 and 4% of the cement weight, respectively. The results highlighted that the RPC produced from local materials using 5 mm maximum size of quartz sand was very efficient and the mechanical and durability properties were comparable to those commonly made from fine sand (600 microns), even under normal curing, giving a higher the possibility for applying RPC in construction applications. Moreover, the hybrid use of silica fume and steel fiber in producing RPC led to significant improvement in all tested properties (mechanical/durability), while only a reduction in the flowability of the mixes was noted by the inclusion of steel fiber.
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References
Hiremath PN, Yaragal SC (2018) Performance evaluation of reactive powder concrete with polypropylene fibers at elevated temperatures. Constr Build Mater 169:499–512. https://doi.org/10.1016/j.conbuildmat.2018.03.020
Abid M, Hou X, Zheng W, Hussain RR (2017) High temperature and residual properties of reactive powder concrete—a review. Constr Build Mater 147:339–351. https://doi.org/10.1016/j.conbuildmat.2017.04.083
Cheyrezy M, Maret V, Frouin L (1995) Microstructural analysis of RPC (reactive powder concrete). Cem Concr Res 25(7):1491–1500. https://doi.org/10.1016/0008-8846(95)00143-Z
Richard P, Cheyrezy MH (1994) Reactive powder concretes with high ductility and 200–800 MPa compressive strength. Spec Publ 144:507–518
Ghafari E, Costa H, Júlio E (2015) (2015) Critical review on eco-efficient ultra-high performance concrete enhanced with nano-materials. Constr Build Mater 101:201–208. https://doi.org/10.1016/j.conbuildmat.2015.10.066
Radhi MS, Rasoul ZMA, Alsaad AJ (2021) Mechanical behavior of modified reactive powder concrete with waste materials powder replacement. Period Polytech Civ Eng 65(2):649–655. https://doi.org/10.3311/PPci.17298
Chen X, Wan DW, ** LZ, Qian K, Fu F (2019) Experimental studies and microstructure analysis for ultra-high performance reactive powder concrete. Constr Build Mater 229:116924. https://doi.org/10.1016/j.conbuildmat.2019.116924
Hiremath PN, Yaragal SC (2017) Effect of different curing regimes and durations on early strength development of reactive powder concrete. Constr Build Mater 154:72–87. https://doi.org/10.1016/j.conbuildmat.2017.07.181
Chan YW, Chu SH (2004) Effect of silica fume on steel fiber bond characteristics in reactive powder concrete. Cem Concrete Res 34(7):1167–1172. https://doi.org/10.1016/j.cemconres.2003.12.023
Hou X, Cao S, Rong Q, Zheng W, Li G (2018) Effects of steel fiber and strain rate on the dynamic compressive stress–strain relationship in reactive powder concrete. Constr Build Mater 170:570–581. https://doi.org/10.1016/j.conbuildmat.2018.03.101
Sanchayan S, Foster SJ (2016) High temperature behaviour of hybrid steel-PVA fibre reinforced reactive powder concrete. Mater Struct 49(3):769–782. https://doi.org/10.1617/s11527-015-0537-2
Ali B, Qureshi LA (2019) Durability of recycled aggregate concrete modified with sugarcane molasses. Constr Build Mater 229:116913. https://doi.org/10.1016/j.conbuildmat.2019.116913
Ali B, Qureshi LA (2019) Influence of glass fibers on mechanical and durability performance of concrete with recycled aggregates. Constr Build Mater 228:116783. https://doi.org/10.1016/j.conbuildmat.2019.116783
Vernet CP (2004) Ultra-durable concretes: structure at the micro-and nanoscale. MRS Bull 29(5):324–327. https://doi.org/10.1557/mrs2004.98
Ghafari E, Bandarabadi M, Costa H, Júlio E (2012) Design of UHPC using artificial neural networks. In: Brittle matrix composites 10. Woodhead Publishing, pp 61–69. https://doi.org/10.1533/9780857099891.61
Wang D, Shi C, Wu Z, **ao J, Huang Z, Fang Z (2015) A review on ultra-high performance concrete: part II. Hydration, microstructure and properties. Constr Build Mater 96:368–377. https://doi.org/10.1016/j.conbuildmat.2015.08.095
Wang W, Liu J, Agostini F, Davy CA, Skoczylas F, Corvez D (2014) Durability of an ultra-high performance fiber reinforced concrete (UHPFRC) under progressive aging. Cem Concr Res 55:1–13. https://doi.org/10.1016/j.cemconres.2013.09.008
Roux N, Andrade C, Sanjuan M (1996) Experimental study of durability of reactive powder concretes. J Mater Civ Eng 8(1):1–6
Alhawat M, Ashour A, Yildirim G, Aldemir A, Sahmaran M (2022) Properties of geopolymers sourced from construction and demolition waste: a review. J Build Eng 50:104104
Zinkaah OH, Alridha Z, Alhawat M (2022) Numerical and theoretical analysis of FRP reinforced geopolymer concrete beams. Case Stud Constr Mater 16:e01052
Zinkaah OH, Al-RifaieA, Alhawat MM (2021) Predictability of existing standard codes for the flexural strength of beams produced from alkali-activated concrete. In: AIP Conference Proceedings, vol 2404, no 1. AIP Publishing LLC, p 080031
Zhang P, Zhao YN, Li QF, Wang P, Zhang TH (2014) Flexural toughness of steel fiber reinforced high performance concrete containing nano-SiO2 and fly ash. Sci World J. https://doi.org/10.1155/2014/403743
Yahy AL-Radi HH, Dejian S, Sultan HK (2021) Performance of fiber self compacting concrete at high temperatures. Civ Eng J 7(12):2083–2098. https://doi.org/10.28991/cej-2021-03091779
Zhang P, Li QF (2013) Durability of high performance concrete composites containing silica fume. Proc Inst Mech Eng Part L J Mater Des Appl 227(4):343–349. https://doi.org/10.1177/1464420712460617
Graybeal BA (2006) Material property characterization of ultra-high performance concrete (No. FHWA-HRT-06–103). United States. Federal Highway Administration. Office of Infrastructure Research and Development, 2006
Noshiravani T, Brühwiler E (2013) Experimental investigation on reinforced ultra-high-performance fiber-reinforced concrete composite beams subjected to combined bending and shear. ACI Struct J 110(2):251–261. https://doi.org/10.14359/51684405
Susetyo J, Gauvreau P, Vecchio FJ (2011) Effectiveness of steel fiber as minimum shear reinforcement. ACI Struct J. https://doi.org/10.14359/51682990
Wille K, Naaman AE, El-Tawil S (2011) Optimizing ultra-high performance fiber-reinforced concrete. Concr Int 33(9):35–41
Abbas SMLN, Nehdi ML, Saleem MA (2016) Ultra-high performance concrete: Mechanical performance, durability, sustainability and implementation challenges. Int J Concr Struct Mater 10(3):271–295. https://doi.org/10.1007/s40069-016-0157-4
Fehling E, Schmidt M, Stürwald S (2008) Ultra high performance concrete: (UHPC). In: Proceedings of the second international symposium on ultra high performance concrete, Kassel, Germany, 5–7 March 2008
Zheng W, Luo B, Wang Y (2013) Compressive and tensile properties of reactive powder concrete with steel fibres at elevated temperatures. Constr Build Mater 41:844–851. https://doi.org/10.1016/j.conbuildmat.2012.12.066
Kadhum MM (2015) Studying of some mechanical properties of reactive powder concrete using local materials. J Eng 7(21):113–135
Sultan HK, Mohammed AT, Qasim OD, Maula BH, Aziz HY (2020) Ductility factor evaluation of concrete moment frame retrofitted by FRP subjected to seismic loads. Int Rev Civ Eng (I.R.E.C.E.) 11(6):275–282. https://doi.org/10.15866/irece.v11i6.18670
Qasim OA, Sultan HK (2020) Experimental investigation of effect of steel fiber on concrete construction joints of prism. IOP Conf Ser Mater Sci Eng 745(1):012170. https://doi.org/10.1088/1757-899X/745/1/012170
Al-Tikrite A, Hadi MN (2017) Mechanical properties of reactive powder concrete containing industrial and waste steel fibres at different ratios under compression. Constr Build Mater 154:1024–1034. https://doi.org/10.1016/j.conbuildmat.2017.08.024
Xun X, Ronghua Z, Yinghu L (2020) Influence of curing regime on properties of reactive powder concrete containing waste steel fibers. Constr Build Mater 232:117129. https://doi.org/10.1016/j.conbuildmat.2019.117129
Yang SL, Millard SG, Soutsos MN, Barnett SJ, Le TT (2009) Influence of aggregate and curing regime on the mechanical properties of ultra-high performance fibre reinforced concrete (UHPFRC). Constr Build Mater 23(6):2291–2298. https://doi.org/10.1016/j.conbuildmat.2008.11.012
Arel HŞ (2016) Effects of curing type, silica fume fineness, and fiber length on the mechanical properties and impact resistance of UHPFRC. Results Phys 6:664–674. https://doi.org/10.1016/j.rinp.2016.09.016
Yiğiter H, Aydın S, Yazıcı H, Yardımcı MY (2012) Mechanical performance of low cement reactive powder concrete (LCRPC). Compos B Eng 43(8):2907–2914. https://doi.org/10.1016/j.compositesb.2012.07.042
Wille K, Naaman AE, El-Tawil S, Parra-Montesinos GJ (2012) Ultra-high performance concrete and fiber reinforced concrete: achieving strength and ductility without heat curing. Mater Struct 45(3):309–324. https://doi.org/10.1617/s11527-011-9767-0
Li HY, Zheng WZ, Luo BF (2012) Experimental research on compressive strength degradation of reactive powder concrete after high temperature. J Harbin Inst Technol 44:17–22
Malik AR, Foster SJ (2008) Behaviour of reactive powder concrete columns without steel ties. J Adv Concr Technol 6(2):377–386. https://doi.org/10.3151/jact.6.377
Sultan HK, Alyaseri I (2020) (2020) Effects of elevated temperatures on mechanical properties of reactive powder concrete elements. Constr Build Mater 261:120555. https://doi.org/10.1016/j.conbuildmat.2020.120555
ASTM D422-63 (2007) Standard test method for particle-size analysis of soils (withdrawn 2016). American Society for Testing and Materials Standard Practice C109, Philadelphia
ASTM D422-63 (2017) Standard specification for chemical admixtures for concrete. ASTM C494. ASTM, West Conshohocken
Ahmad S, Zubair A, Maslehuddin M (2015) Effect of key mixture parameters on flow and mechanical properties of reactive powder concrete. Constr Build Mater 99:73–81. https://doi.org/10.1016/j.conbuildmat.2015.09.010
Mostofinejad D, Nikoo MR, Hosseini SA (2016) Determination of optimized mix design and curing conditions of reactive powder concrete (RPC). Constr Build Mater 123:754–767. https://doi.org/10.1016/j.conbuildmat.2016.07.082
Lee MG, Kan YC, Chen KC (2006) A preliminary study of RPC for repair and retrofitting materials. J Chin Inst Eng 29(6):1099–1103. https://doi.org/10.1080/02533839.2006.9671209
ASTM C1437 (2015) Standard Test Method for Flow of Hydraulic Cement Mortar. ASTM, Philadelphia
ASTM C109/C109M-20b (2020) Standard test method for compressive strength of hydraulic cement mortars (using 2-in. or [50 mm] cube specimens). ASTM International, West Conshohocken
ASTM C469 (2010) Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. ASTM International, West Conshohocken
British Standard Institute (2004) Eurocode 2: design of concrete structures—part 1. 2: general rules—structural fire design. BS EN. 1992-1-2
ASTM C496 (2017) Standard test method for splitting tensile strength of cylindrical concrete specimens. American Society for Testing and Materials Standard Practice C496, Philadelphia
ASTM C293 (2016) Standard test method for flexural strength of concrete (using simple beam with center point loading). ASTM International, West Conshohocken
ASTM C1585-13 (2013) Standard test method for measurement of rate of absorption of water by hydraulic-cement concretes. Annu. B. Stand., West Conshohocken
ASTM C642 (2013) Standard test method for density, absorption, and voids in hardened concrete. ASTM International, West Conshohocken
GWT (2002) Instruction and maintenance manual. GWA International Limited, Germany
Yu R, Spiesz P, Brouwers HJH (2014) Mix design and properties assessment of ultra-high performance fibre reinforced concrete (UHPFRC). Cem Concr Res 56:29–39. https://doi.org/10.1016/j.cemconres.2013.11.002
Gao XM (2013) Effect of steel fiber on the performance of ultra-high performance concrete. Doctoral dissertation, Hunan University, Changsha
Bederina M, Makhloufi Z, Bouziani T (2011) Effect of limestone fillers the physic-mechanical properties of limestone concrete. Phys Procedia 21:28–34. https://doi.org/10.1016/j.phpro.2011.10.005
Bosiljkov VB (2003) SCC mixes with poorly graded aggregate and high volume of limestone filler. Cem Concr Res 33(9):1279–1286. https://doi.org/10.1016/S0008-8846(03)00013-9
Gesoğlu M, Güneyisi E, Kocabağ ME, Bayram V, Mermerdaş K (2012) Fresh and hardened characteristics of self-compacting concretes made with combined use of marble powder, limestone filler, and fly ash. Constr Build Mater 37:160–170. https://doi.org/10.1016/j.conbuildmat.2012.07.092
Wu Z, Shi C, He W, Wu L (2016) Effects of steel fiber content and shape on mechanical properties of ultra-high performance concrete. Constr Build Mater 103:8–14. https://doi.org/10.1016/j.conbuildmat.2015.11.028
Alsalman A, Dang CN, Hale WM (2017) Development of ultra-high performance concrete with locally available materials. Constr Build Mater 133:135–145. https://doi.org/10.1016/j.conbuildmat.2016.12.040
Bonneau O, Vernet C, Moranvill M, Altcin PC (2000) Characterization of the granular packing and percolation threshold of reactive powder concrete. Cem Concr Res 30(2000):1861–1867
Long GC (2003) The composites, structures, and properties of reactive powder concrete, Ph.D. Thesis, Tongji University, China
Long GC, **e YJ, Wang PM, Jiang ZW (2005) Properties and micro/mecrostructure of reactive powder concrete. J Chin Ceram Soc 4(2005):456–461
Alaee FJ (2001) Retrofitting of concrete structures using high performance fiber reinforced cementitious composite (HPFRCC), Ph.D. Thesis, University of Wales, Cardiff, p 220
Wang C, Yang CH, Liu F, Wan CJ, Pu XC (2012) Preparation of ultra-high performance concrete with common technology and materials. Cem Concr Compos 34(2012):538–544
Mehta PK, Monteiro PJM (2006) Concrete, microstructure, properties and materials, 3rd edn. Mc Graw Hill, New York
Ma J, Schneider H (2002) Properties of ultra-high-performance concrete. Leipzig Annual Civil Engineering Report (LACER), No. 7, pp 25–32
Neville AM (2011) Properties of concrete, 5th edn. Education Books, Pitman Publishing, London
Malik AR, Foster SJ (2010) Carbon fiber-reinforced polymer confined reactive powder concrete columns—experimental investigation. ACI Struct J 107(3):263–271
Maroliya KM, Modhera DC (2010) A comparative study of reactive powder concrete containing steel fibers and recron 3s fibers. J Eng Res Stus I(I):83–89
Wong HHC, Kwan AKH (2008) Packing density: a key concept for mix design of high performance concrete. Hong Kong Productivity Council, Hong Kong
Voort T (2008) Design and field testing of tapered H-shaped ultra-high performance concrete piles. Master Thesis, Iowa State University, p 243
Aitcin P (2000) Cements of yesterday and today—concrete of tomorrow. Cem Concr Res 30(9):1349–1359
Hajek P, Fiala C (2008) Environmentally optimized floor slabs using UHPC-contribution to sustainable building. In: Proceedings of the 2nd international symposium on ultra-high performance concrete, Kassel, Germany, pp 879–886
Walraven J (2008) On the way to design recommendations for UHPFRC. In: Proceedings of the 2nd international symposium on ultra-high performance concrete, Kassel, Germany
Racky P (2004) Cost-effectiveness and sustainability of UHPC. In: Proceedings of the international symposium on ultra high performance concrete, Kassel, Germany, pp 797–805
Blais Y, Couture M (2000) Precast, prestressed pedestrian bridge—world’s first reactive powder concrete structure. PCI J 44(5):60–71
Schmidt M, Teichmann T (2007) Development of an ultrahigh performance concrete for the company SW Umwelttechnik. Final report, Kassel, Germany
Vivian TWY (2005) Recycled aggregate from concrete waste for higher grade of concrete construction. Doctoral dissertation, Department of Building and Construction, City University of Hong Kong, Hong Kong
Zinkaah OH, Sultan HK, Al-Rifaie A, Alridha Z (2022) Influence of strut geometry on the size effect of FRP reinforced simply supported deep beams: a theoretical analysis. Math Model Eng Probl 9(2):411–417. https://doi.org/10.18280/mmep.090215
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Sultan, H.K., Zinkaah, O.H., Rasheed, A.A. et al. Producing sustainable modified reactive powder concrete using locally available materials. Innov. Infrastruct. Solut. 7, 342 (2022). https://doi.org/10.1007/s41062-022-00948-z
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DOI: https://doi.org/10.1007/s41062-022-00948-z