SPECIAL TOPIC: UHPC MATERIAL AND ENGINEERING APPLICATION |
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Rheological Properties of Ultra-high Performance Concrete and Its Effect on the Fiber Dispersion Within the Material |
ZHANG Qianqian1, 2, LIU Jianzhong1, 2, ZHOU Huaxin1, 2, GUANG Jianmiao1, 2, ZHANG Lihui1, 2, LIN Wei1, 2, LIU Jiaping2, 3
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1 Jiangsu Sobute New Materials Co. Ltd., Nanjing 211103; 2 State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 211103; 3 School of Materials Science and Engineering, Southeast University, Nanjing 210096 |
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Abstract High dispersion is the key to achieve optimum benefits from the fibers for UHPC. In order to understand and improve the fiber dispersion in ultra-high performance concrete (UHPC) with high content of steel fiber (SF), this work employed concrete rheometer, image analysis technology and mechanical properties tests such as compressive strength, flexural strength, to investigate the effects of viscosity-reducing admixture and SF content on UHPCs mechanical properties, rheological properties and fiber dispersion. Results showed that viscosity-reducing admixture could significantly reduce the UHPC matrixs yield stress and plastic viscosity, and alleviate the increases of yield stress and plastic viscosity induced by SF addition. Both axial orientation factor and fiber efficiency would decrease by increasing SF content, but increase with the dosage of viscosity-reducing admixture. Our work suggests that the rheological properties, fiber distribution and mechanical properties of UHPC are highly correlated: lower rheological parameters can lead to higher axial orientation factor and higher fiber efficiency, and consequently, higher mechanical properties of the SF-contained UHPC.
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Published: 10 December 2017
Online: 2018-05-08
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1 Blais P Y, Couture M. Precast, prestressed pedestrian bridge-world’s first reactive powder concrete structure[J]. PCIJ, 1999, 44(5): 60. 2 Resplendino J. State of the art of design and construction of UHPFRC structures in France[C]∥3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials. Kassel, 2012: 27. 3 Wang C, Yang C H, Liu F, et al. Preparation of ultra-high performance concrete with common technology and materials[J]. Cem Concr Compos, 2012, 34(4):538.4 Yazlcl H, YardImcI M Y, AydIn S, et al. Mechanical properties of reactive powder concrete containing mineral admixtures under diffe-rent curing regimes[J]. Constr Build Mater, 2009, 23(3):1223. 5 Zhang Y, Sun W, Liu S, et al. Preparation of C200 green reactive powder concrete and its static-dynamic behaviors[J]. Cem Concr Compos, 2008, 30(9):831. 6 Gr?ger J, Viet Tue N, Wille K. Bending behaviour and variation of flexural parameters of UHPFRC[C]∥3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials. Kassel, 2012:419. 7 Yang I H, Joh C, Kim B S. Structural behavior of ultra high performance concrete beams subjected to bending[J]. Eng Struct, 2010, 32(11):3478. 8 Empelmann M, Teutsch M, Steven G. Improvement of the post fracture behaviour of UHPC by fibres[C]∥Second International Symposium on Ultra High Performance Concrete. Kassel, 2008:177. 9 Lohaus L, Elsmeier K. Fatigue behaviour of plain and fibre reinforced ultra-high performance concrete[C]∥3rd International Symposium on UHPC and Nanotechnology for High Performance Construction Materials. Kassel, 2012: 631. 10 Wille K, Parra-Montesinos G J. Effect of beam size, casting me-thod, and support conditions on flexural behavior of ultra-high-performance fiber-reinforced concrete[J]. ACI Mater, 2012, 109:379. 11 Pansuk W, Sato H, Sato Y, et al. Tensile behaviors and fiber orientation of UHPC[C]∥2nd International Symposium on Ultra High Performance Concrete. Kassel, 2008:161. 12 Kim S W, Kang S T, Park J J, et al. Effect of filling method on fibre orientation & dispersion and mechanical properties of UHPC[C]∥2nd International Symposium on Ultra High Performance Concrete. Kassel, 2008: 185. 13 St?hli P, Custer R, Mier J G M V. On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC[J]. Mater Struct, 2008, 41(1):189. 14 Gettu R, Gardner D R, Saldívar H, et al. Study of the distribution and orientation of fibers in SFRC specimens[J]. Mater Struct, 2005, 38(1):31. 15 Li M, Li V C. Rheology, fiber dispersion, and robust properties of engineered cementitious composites[J]. Mater Struct, 2013, 46:405. 16 Meng W, Khayat K H. Improving flexural performance of ultra-high-performance concrete by rheology control of suspending mortar[J]. Compos Part B Eng, 2017, 117:26. 17 Boulekbache B, Hamrat M, Chemrouk M, et al. Flowability of fibre-reinforced concrete and its effect on the mechanical properties of the material[J]. Constr Build Mater, 2010, 24(9):1664. 18 Liu J, Li C, Du Z, et al. Characterization of fiber distribution in steel fiber reinforced cementitious composites with low water-binder ratio[J]. Indian Eng Mater Sci, 2011, 18(6):449. 19 Dupont D, Vandewalle L. Distribution of steel fibres in rectangular sections[J]. Cem Concr Compos, 2005, 27(3):391. 20 刘建忠, 张丽辉, 李长风, 等. 聚乙烯醇纤维在水泥基复合材料中的分散性表征及调控[J]. 硅酸盐学报, 2015, 43(8):1061. 21 Heirman G, Vandewalle L, Gemert D V, et al. Integration approach of the couette inverse problem of powder type self-compacting concrete in a wide-gap concentric cylinder rheometer[J]. Non-Newtonian Fluid Mech, 2008, 150(2):93. 22 Liu J, Wang K, Zhang Q, et al. Influence of superplasticizer dosage on the viscosity of cement paste with low water-binder ratio[J]. Constr Build Mater, 2017, 149:359. 23 Martinie L, Rossi P, Roussel N. Rheology of fiber reinforced cementitious materials: Classification and prediction[J]. Cem Concr Res, 2010, 40(2):226. 24 Nguyen T L H, Roussel N, Coussot P. Correlation between L-box test and rheological parameters of a homogeneous yield stress fluid[J]. Cem Concr Res, 2006, 36(10):1789. |
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