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Rheological Properties and Stability of Ultra-High Performance Concrete Containing Coarse Aggregate
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Xiaobo ZHENG1, 2, Fangyu HAN3, Jianzhong LIU1, 2, Jiaping LIU3, Jianfang SHA1, 2, Wei LIN1, 2
Journal of the Chinese Ceramic Society | 2022, 50(11) : 2844 - 2854
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Journal of the Chinese Ceramic Society | 2022, 50(11): 2844-2854
• Research Articles •
Rheological Properties and Stability of Ultra-High Performance Concrete Containing Coarse Aggregate
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Xiaobo ZHENG1, 2, Fangyu HAN3, Jianzhong LIU1, 2, Jiaping LIU3, Jianfang SHA1, 2, Wei LIN1, 2
Affiliations
  • 1.State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 211103, China
  • 2.Jiangsu Sobute New Materials Co., Ltd, Nanjing 211103, China
  • 3.School of Materials Science and Engineering, Southeast University, Nanjing 211189, China
  • ZHENG Xiaobo (1994-), male, Master, Engineer. E-mail:

About Author:

ZHENG Xiaobo (1994-), male, Master, Engineer. E-mail:

Published: 2022-11-20 doi: 10.14062/j.issn.0454-5648.20220254
Outline
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In order to improve the rheology and stability of ultra-high performance concrete containing coarse aggregate (CA-UHPC), the effects of silica fume, coarse aggregate, and steel fiber contents on the rheological properties of CA-UHPC were investigated, and the relationship among the rheological parameters, fiber, and coarse aggregate distribution was established. The results show that CA-UHPC usually exhibits a shear-thinning behavior. The modified Bingham model has more accurate fitting results of rheological parameters, and the fluidity required for the rheological properties test can be controlled at 450-690 mm. Increasing the silica fume content increases the yield stress, decreases the viscosity, and weakens the shear-thinning behavior. Increasing the coarse aggregate content firstly decreases and then increases the yield stress and viscosity, and intensifies the shear-thinning behavior. And increasing the steel fiber content increases the yield stress and viscosity, and intensifies the shear-thinning behavior. The number of steel fiber decreases from the top to the bottom of samples, while the proportion of coarse aggregate increases. The uniform dispersion degree of coarse aggregate increases with the increase of coarse aggregate content, but steel fibers deteriorate the uniform dispersion degree of coarse aggregate. The uniform distribution degree of steel fiber and coarse aggregate firstly increases and then decreases with the increase of steel fibers content.

ultra-high performance concrete containing coarse aggregate  /  rheological properties  /  coarse aggregate distribution  /  steel fiber distribution  /  stability
郑晓博, 韩方玉, 刘建忠, 刘加平, 沙建芳, 林玮. 粗骨料超高性能混凝土流变与稳定性. 硅酸盐学报, 2022 , 50 (11) : 2844 -2854 . DOI: 10.14062/j.issn.0454-5648.20220254
Xiaobo ZHENG, Fangyu HAN, Jianzhong LIU, Jiaping LIU, Jianfang SHA, Wei LIN. Rheological Properties and Stability of Ultra-High Performance Concrete Containing Coarse Aggregate[J]. Journal of the Chinese Ceramic Society, 2022 , 50 (11) : 2844 -2854 . DOI: 10.14062/j.issn.0454-5648.20220254
Year 2022 volume 50 Issue 11
58
4
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Article Info
doi: 10.14062/j.issn.0454-5648.20220254
  • Receive Date:2022-04-06
  • Online Date:2026-10-20
  • Published:2022-11-20
Article Data
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History
  • Received:2022-04-06
  • Revised:2022-04-30
Funding
Affiliations
    1.State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 211103, China
    2.Jiangsu Sobute New Materials Co., Ltd, Nanjing 211103, China
    3.School of Materials Science and Engineering, Southeast University, Nanjing 211189, China

Corresponding:

HAN Fangyu (1988-), male, Ph.D., Engineer. E-mail:
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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