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Mix Design of Ultra-High Performance Concrete Based on Particle Densely Packing Theory
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Rui YU1, Dingqiang FAN1, 2, Zhonghe SHUI1, Xingpeng WANG3
Journal of the Chinese Ceramic Society | 2020, 48(8) : 1145 - 1154
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Journal of the Chinese Ceramic Society | 2020, 48(8): 1145-1154
• Special Issue for Ultra-high Performance ConcreteⅠ •
Mix Design of Ultra-High Performance Concrete Based on Particle Densely Packing Theory
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Rui YU1, Dingqiang FAN1, 2, Zhonghe SHUI1, Xingpeng WANG3
Affiliations
  • 1.State Key Laboratory of Silicate Materials for Architectures, Wuhan 430070, China
  • 2.School of Materials Science and Engineering, Wuhan University of Technology, Wuhan 430070, China
  • 3.School of Civil Engineering, Qingdao University of Technology, Qingdao 430070, Shandong, China

    • YU Rui (1986-), male, Ph.D., Professor. E-mail:

About Author:

YU Rui (1986-), male, Ph.D., Professor. E-mail:

Published: 2020-08-20 doi: 10.14062/j.issn.0454-5648.20200216
Outline
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There are two inherent drawbacks in designing ultra-high performance concrete (UHPC) by the modified Andreasen-Andersen (MAA) model, i.e., unproven reliability under wet conditions and ignorance of disturbing effect of steel fiber on particle packing skeleton. In this work, the D-optimal mixture design model and the equivalent spherical diameter of steel fires were adopted to verify and optimize the MAA model, and the properties of the optimized UHPC were utilized to verify the feasibility of the new proposed method. The results reveal that the MAA model is also suitable to be utilized under wet conditions. Moreover, the equivalent spherical diameter of steel fibers (L=13 mm, d=0.2 mm) is 5.65 mm, which is determined by evaluating the effect of screening particles and steel fibers on wet packing density. In addition, the employed steel fibers that are treated as spheroidal particles can be implanted into the MAA model for the optimized design of new UHPC, which has a densely packing structure and an admirable compressive strength.

ultra-high performance concrete  /  Andreasen-Andersen model  /  D-optimal design  /  steel fiber  /  equivalent particle diameter
余睿, 范定强, 水中和, 王鑫鹏. 基于颗粒最紧密堆积理论的超高性能混凝土配合比设计. 硅酸盐学报, 2020 , 48 (8) : 1145 -1154 . DOI: 10.14062/j.issn.0454-5648.20200216
Rui YU, Dingqiang FAN, Zhonghe SHUI, Xingpeng WANG. Mix Design of Ultra-High Performance Concrete Based on Particle Densely Packing Theory[J]. Journal of the Chinese Ceramic Society, 2020 , 48 (8) : 1145 -1154 . DOI: 10.14062/j.issn.0454-5648.20200216
Appendix
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Year 2020 volume 48 Issue 8
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Article Info
doi: 10.14062/j.issn.0454-5648.20200216
  • Receive Date：2020-03-20
  • Online Date：2026-10-29
  • Published：2020-08-20
Article Data
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History
  • Received：2020-03-20
  • Revised：2020-04-28
Funding
Affiliations
    1.State Key Laboratory of Silicate Materials for Architectures, Wuhan 430070, China
    2.School of Materials Science and Engineering, Wuhan University of Technology, Wuhan 430070, China
    3.School of Civil Engineering, Qingdao University of Technology, Qingdao 430070, Shandong, China
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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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