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Influence of Rehydration Effect on Microstructure and Water Stability of Ultra-high Performance Concrete Matrix
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Mingzhe AN, Yazhou LIU, Ge ZHANG, Yue WANG, Ziruo YU
Journal of the Chinese Ceramic Society | 2020, 48(11) : 1722 - 1731
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Journal of the Chinese Ceramic Society | 2020, 48(11): 1722-1731
• Special Issue for Ultra-high Performance Concrete Ⅱ •
Influence of Rehydration Effect on Microstructure and Water Stability of Ultra-high Performance Concrete Matrix
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Mingzhe AN, Yazhou LIU, Ge ZHANG, Yue WANG, Ziruo YU
Affiliations
  • School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China
  • AN Mingzhe (1970-), male, Ph.D., Professor. E-mail:

About Author:

AN Mingzhe (1970-), male, Ph.D., Professor. E-mail:

Published: 2020-11-20 doi: 10.14062/j.issn.0454-5648.20200214
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A rehydration test of ultra-high performance concrete (UHPC) matrix was conducted to measure the chemically bound water contents, specimen expansion ratios, and compressive strengths of hardened cement pastes at different rehydration time, and the rehydration model was proposed based on the Krstulović-Dabić hydration dynamics of cement and microstructure information of cement hydration. The mechanism regarding the rehydration effect on the water stability was discussed, and the microscopic appearance change with pore structure change was analyzed based on the proposed model. The results show that the bound water content of rehydration increases during the early period but decreases during the late period as the water-cement ratio decreases from 0.30 to 0.15. The specimen expansion ratio increases as the water-cement ratio decreases during the rehydration process. The compressive strength of hardened cement pastes at different water-cement ratios has an alternating tendency of increasing and decreasing with the increase of rehydration time. The simulated data by the model are in good agreement with the experimental results, indicating that the proposed model can accurately simulate the rehydration process of UHPC matrix. The increased scope of compressive strength of hardened cement paste with the water-cement ratio of 0.30 is greater due to its higher hydration rate of cement. During the early period of rehydration, a hydration rate of cement becomes greater, and the rehydration products gradually fill in the initial pores of hardened cement paste. However, during the late period of rehydration, a hydration rate of cement is lower, and the rehydration products cause some microcracks of hardened cement paste due to its volume expansion, resulting in the degradation of properties of UHPC matrix.

ultra-high performance concrete  /  rehydration effect  /  hydration model  /  water stability  /  water-cement ratio
安明喆, 刘亚州, 张戈, 王月, 余自若. 再水化作用对超高性能混凝土基体显微结构和水稳定性的影响. 硅酸盐学报, 2020 , 48 (11) : 1722 -1731 . DOI: 10.14062/j.issn.0454-5648.20200214
Mingzhe AN, Yazhou LIU, Ge ZHANG, Yue WANG, Ziruo YU. Influence of Rehydration Effect on Microstructure and Water Stability of Ultra-high Performance Concrete Matrix[J]. Journal of the Chinese Ceramic Society, 2020 , 48 (11) : 1722 -1731 . DOI: 10.14062/j.issn.0454-5648.20200214
Year 2020 volume 48 Issue 11
27
6
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Article Info
doi: 10.14062/j.issn.0454-5648.20200214
  • Receive Date:2020-03-27
  • Online Date:2026-10-29
  • Published:2020-11-20
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  • Received:2020-03-27
  • Revised:2020-04-17
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    School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, 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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