Incorporating elastic and creep deformations in modelling the three-dimensional autogenous shrinkage of cement paste

被引:0
|
作者
Gao, Peng [1 ,2 ]
Ye, Guang [3 ]
Huang, Haoliang [2 ,4 ]
Qian, Zhiwei [5 ]
Schlangen, Erik [3 ]
Wei, Jiangxiong [2 ,4 ]
Yu, Qijun [1 ,2 ,4 ]
机构
[1] Hefei Univ Technol, Sch Civil Engn, Hefei 230009, Peoples R China
[2] South China Univ Technol, Sch Mat Sci & Engn, Guangzhou 510640, Peoples R China
[3] Delft Univ Technol, Fac Civil Engn & Geosci, Microlab, NL-2628 Delft, Netherlands
[4] Guangdong Low Carbon Technol Engn Ctr Bldg Mat, Guangzhou 510640, Peoples R China
[5] FEMRIS, NL-2497 The Hague, Netherlands
基金
中国国家自然科学基金;
关键词
Autogenous shrinkage; Three-dimensional; Effective stress; Effective modulus; Lattice fracture model; DRYING SHRINKAGE; PART II; CONCRETE; PREDICTION; HYDRATION; RATIO;
D O I
10.1016/j.cemconres.2022.106907
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A structure-based modelling framework was established to simulate the three-dimensional autogenous shrinkage of cement paste. A cement hydration model, HYMOSTRUC3D-E, was used to obtain the microstructures and ionic concentrations of the cement paste. A lattice fracture model based on the effective stress and effective modulus was used to consider the elastic and creep parts of autogenous shrinkage. For Portland cement pastes with water -to-cement ratios of 0.3 and 0.4 (where the time zero of autogenous shrinkage was set as the time of the drop in internal relative humidity), the simulated linear elastic autogenous shrinkage was respectively-188 and-79 mu m/m at 160 h. The obtained linear total autogenous shrinkage including elastic and creep deformations was respectively-501 and-236 mu m/m at 160 h. These values of the elastic autogenous shrinkage and total autogenous shrinkage are close to the predications of poromechanical models and experimental data obtained using a corrugated tube.
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页数:19
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