Effect of pre-shearing regimes on rheological parameters of cement paste

被引:2
作者
Feng, Kaiwen [1 ]
Li, Wenxu [2 ]
Ma, Kunlin [1 ]
Yu, Lianshan [3 ]
Zou, Weidong [3 ]
Long, Guangcheng [1 ]
机构
[1] Cent South Univ, Sch Civil Engn, Changsha, Hunan, Peoples R China
[2] Jiangsu Univ Sci & Technol, Sch Civil Engn & Architecture, Jiangsu, Peoples R China
[3] Engn Co Ltd, China Railway 21st Bur Grp 6, Beijing, Peoples R China
基金
湖南省自然科学基金;
关键词
cement paste; flocculation structure; pre-shear; rheological parameters; SUSPENSIONS; BEHAVIOR; FLOW; MICROSTRUCTURE; FLOCCULATION; PREDICTION; MORTARS;
D O I
10.1111/jace.19574
中图分类号
TQ174 [陶瓷工业]; TB3 [工程材料学];
学科分类号
0805 ; 080502 ;
摘要
In rheological testing, different test regimes can result in large differences in the rheological curves, and the pre-shear procedure is one of the most important parts of the test. In order to investigate the effect of the pre-shear regime on the rheological properties of cement pastes, an Anton Paar 102 rotary rheometer was used for the test. Two different pre-shear regimes (RF and CP pre-shear), three different pre-shear duration times (50 s, 100 s, 150 s), and four different pre-shear rates (25 s-1, 50 s-1, 100 s-1) are carried out for the test. The results showed that with the increase of pre-shear duration or rate, the four rheological parameters (plastic viscosity, yield stress, rheological index, and thixotropy) of the pastes decrease in different degrees. RF pre-shear was more influenced by shear time, while CP pre-shear was influenced by shear time and rate. The pre-shear regimes led to different changes in the flocculation structure of the cement paste, which had a great influence on rheological parameters ultimately. Based on the improved Krieger-Dougherty model, the effective solid volume fraction of cement paste was calculated. Analysis shows that the phenomenon of "deflocculation" and "re-flocculation" occurs when the cement paste is subjected to shear action, thus, the pre-shear regimes destroy the structure of the pastes. With the increase of pre-shear duration or rate, the effective volume fraction decreased, which indicated that the initial flocculation structure was broken. The greater the damage degree of pre-shear, the slower the establishment rate of the internal structure of the pastes in dynamic shear, resulting in lower rheological parameters.
引用
收藏
页码:2093 / 2109
页数:17
相关论文
共 58 条
[1]   Which parameters, other than the water content, influence the robustness of cement paste with SCC consistency? [J].
Asghari, Azadehalsadat A. ;
Hernandez, Aida Margarita Ley ;
Feys, Dimitri ;
De Schutter, Geert .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 124 :95-103
[2]   An experimental investigation and response surface methodology-based modeling for predicting and optimizing the rheological and mechanical properties of self-compacting concrete containing steel fiber and PET [J].
Basser, Hamed ;
Shaghaghi, Taleb Moradi ;
Afshin, Hasan ;
Ahari, Reza Saleh ;
Mirrezaei, Seyed Saeed .
CONSTRUCTION AND BUILDING MATERIALS, 2022, 315
[3]   Organic admixtures and cement particles: Competitive adsorption and its macroscopic rheological consequences [J].
Bessaies-Bey, Hela ;
Baumann, Robert ;
Schmitz, Marc ;
Radler, Michael ;
Roussel, Nicolas .
CEMENT AND CONCRETE RESEARCH, 2016, 80 :1-9
[4]   Test protocol and rheological model influence on determining the rheological properties of cement pastes [J].
Campos, R. S. ;
Maciel, G. F. .
JOURNAL OF BUILDING ENGINEERING, 2021, 44
[5]   Microfluidic rheology: A new approach to measure viscosity of ceramic suspensions at extremely high shear rates [J].
Carnicer, V. ;
Alcazar, C. ;
Orts, M. J. ;
Sanchez, E. ;
Moreno, R. .
OPEN CERAMICS, 2021, 5
[6]  
Chinese Standard, 2007, COMMON PORTLAND CEME
[7]   Rheological model selection and a general model for evaluating the viscosity and microstructure of a highly-concentrated cement suspension [J].
Choi, Byoung Il ;
Kim, Jae Hong ;
Shin, Tae Yong .
CEMENT AND CONCRETE RESEARCH, 2019, 123
[8]   Prediction on pipe flow of pumped concrete based on shear-induced particle migration [J].
Choi, Myoung Sung ;
Kim, Young Jin ;
Kwon, Seung Hee .
CEMENT AND CONCRETE RESEARCH, 2013, 52 :216-224
[9]   Rheological behaviour of cement and silica suspensions: Particle aggregation modelling [J].
Chougnet, Alice ;
Palermo, Thierry ;
Audibert, Annie ;
Moan, Michel .
CEMENT AND CONCRETE RESEARCH, 2008, 38 (11) :1297-1301
[10]   Rheology of fresh cement pastes modified with nanoclay-coated cements [J].
Douba, AlaEddin ;
Ma, Siwei ;
Kawashima, Shiho .
CEMENT & CONCRETE COMPOSITES, 2022, 125