Multi-scale creep analysis of cement paste - Indentation prediction and time correspondence of mechanisms

被引:7
|
作者
Liu, Yunze [1 ]
Li, Yue [1 ,3 ]
Jin, Caiyun [2 ]
Li, Hongwen [1 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur Disaster Engn, Beijing Key Lab Earthquake Engn & Struct Retrofit, Minist Educ, Beijing, Peoples R China
[2] Beijing Univ Technol, Fac Sci, Beijing 100124, Peoples R China
[3] Beijing Univ Technol, 100 Pingleyuan, Beijing, Peoples R China
来源
CEMENT & CONCRETE COMPOSITES | 2022年 / 134卷
基金
北京市自然科学基金;
关键词
Creep; Cement paste; Multi-scale homogenization; Discrete retardation spectra; Relative humidity; C-S-H; DISCRETE RETARDATION SPECTRA; SHORT-TERM CREEP; RELATIVE-HUMIDITY; DRYING SHRINKAGE; ELASTIC-MODULUS; CONCRETE CREEP; BASIC CREEP; FLY-ASH; BEHAVIOR;
D O I
10.1016/j.cemconcomp.2022.104815
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, long-term uniaxial compression creep experiments and indentation tests were performed on cement paste (CP) under four relative humidity (RH) to investigate creep's multi-scale prediction and mechanism. The long-term creep kinetics of CP were predicted by homogenization calculations at two scales. The time corre-spondence between uniaxial compression creep and indentation creep of CP was studied by the discrete retar-dation spectrum (DRS). The results show that the multi-scale prediction of creep was more accurate than those measured by microindentation. DRS of macroscopic creep experiment and indentation test show there are two short-term and one long-term creep mechanisms. The peak time of the first mechanism occurs at 1.3 d of macroscopic uniaxial experiment and 1 s of indentation test, while the second mechanism occurs at 14 d and 10 s. The third mechanism is entered after 62 d in the uniaxial compression experiment and 22 s in the indentation test.
引用
收藏
页数:14
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