Experimental and theoretical analysis on coupled effect of hydration, temperature and humidity in early-age cement-based materials

被引:120
作者
Zhao, Haitao [1 ,4 ]
Jiang, Kaidi [1 ]
Yang, Rui [1 ,3 ]
Tang, Yimin [1 ,5 ]
Liu, Jiaping [2 ,4 ]
机构
[1] Hohai Univ, Coll Civil & Transportat Engn, Nanjing 210024, Jiangsu, Peoples R China
[2] Southeast Univ, Coll Mat Sci & Engn, Nanjing 211189, Jiangsu, Peoples R China
[3] Jiangsu Sobute New Mat Co Ltd, Nanjing 211103, Jiangsu, Peoples R China
[4] State Key Lab High Performance Civil Engn Mat, Nanjing 210008, Jiangsu, Peoples R China
[5] State Grid Shanghai Construct Co, Shanghai 200120, Peoples R China
基金
中国国家自然科学基金;
关键词
Coupled effect; Hydration; Temperature; Humidity; Coupled model; Early-age cement-based materials; MOLECULAR-DYNAMICS; HARDENING CONCRETE; MOISTURE TRANSPORT; RELATIVE-HUMIDITY; MECHANICAL MODEL; DRYING SHRINKAGE; THERMAL-STRESS; HEAT; DIFFUSION; CRACKING;
D O I
10.1016/j.ijheatmasstransfer.2019.118784
中图分类号
O414.1 [热力学];
学科分类号
摘要
Cement-based materials are widely used as building materials in practice. However, the deformations caused by changes in temperature and humidity are large and can easily result in cracking at an early age. Early-age cracking significantly affects the durability of concrete. In this paper, experiments on temperature and relative humidity (RH) were conducted, and a coupled model of temperature and RH was proposed. The test results showed that the coupled phenomenon of temperature and RH could be clearly observed and divided into three stages. The RH rapidly decreases with a large temperature increase and rate of temperature increase in the first stage and sharply increases with a large temperature decrease and rate of temperature decrease in the second stage. Finally, the RH decreases again throughout the remainder of the test. Based on a comparison of the predicted values and experimental data, the coupled model proposed can accurately predict the temperature and humidity field in early-age cement-based materials. Additionally, the coupled model demonstrates that excepting for the self-desiccation and moisture diffusion, the early change in RH is significantly affected by the large temperature change and rate of temperature change in the early age. (C) 2019 Elsevier Ltd. All rights reserved.
引用
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页数:9
相关论文
共 41 条
[1]   Identification of early-age concrete temperatures and strains: Monitoring and numerical simulation [J].
Azenha, Miguel ;
Faria, Rui ;
Ferreira, Denise .
CEMENT & CONCRETE COMPOSITES, 2009, 31 (06) :369-378
[2]  
Bazant Z., 1970, MAT RIAUX CONSTRUCTI, V3, P3, DOI [10.1007/BF02475106, DOI 10.1007/BF02475106]
[3]  
Bazant Z., 1972, Material and Structures, V5, P3, DOI [DOI 10.1007/BF02479073, 10.1007/BF02479073]
[4]  
Bazant Z. P., 1970, Nuclear Engineering and Design, V14, P308, DOI 10.1016/0029-5493(70)90108-1
[5]   Identification of the hygro-thermo-chemical-mechanical model parameters of concrete through inverse analysis [J].
Bocciarelli, Massimiliano ;
Ranzi, Gianluca .
CONSTRUCTION AND BUILDING MATERIALS, 2018, 162 :202-214
[6]   Thermo-chemo-mechanical model for concrete. I: Hydration and aging [J].
Cervera, M ;
Oliver, J ;
Prato, T .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1999, 125 (09) :1018-1027
[8]   Finite element simulation of thermal cracking in massive hardening concrete elements using degree of hydration based material laws [J].
De Schutter, G .
COMPUTERS & STRUCTURES, 2002, 80 (27-30) :2035-2042
[9]   A coupled hygro-thermal model of early-age concrete based on micro-pore structure evolution [J].
Du, Mingyue ;
Jin, Xianyu ;
Ye, Hailong ;
Jin, Nanguo ;
Tian, Ye .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 111 :689-698
[10]  
Freiesleben H.P., 1977, J. Nord. Concrete Fed, V1, P21