Electrochemical Impedance Spectroscopy Study of the Compressive strength of Concrete

被引:6
作者
Tao, Guilan [1 ,2 ]
Gao, Congcong [2 ]
Qiao, Zhaoyang [2 ]
机构
[1] Hohai Univ, Jiangsu Key Lab Coast Ocean Resources Dev & Envir, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Coll Harbour Coastal & Offshore Engn, Nanjing 210098, Jiangsu, Peoples R China
关键词
Concrete; Compressive strength; EIS; Compactness of concrete; MECHANICAL-PROPERTIES; CARBON-STEEL; CORROSION; CEMENT; REINFORCEMENT; ENVIRONMENT; BEHAVIOR; MORTARS; FILLER; SOIL;
D O I
10.20964/2017.12.38
中图分类号
O646 [电化学、电解、磁化学];
学科分类号
081704 ;
摘要
The compactness of cementitious materials is closely related to their mechanical properties and durability. In addition to compressive strength testing, electrochemical impedance spectroscopy (EIS) was applied to measure mortars with different cement contents. The relationships between the compressive strength and EIS results are also discussed. The results suggest that the compressive strength of the samples increased with the impedance and phase angle at low frequency. In particular, most of the compressive strength almost linearly increased with the phase angle when the frequency was lower than 10 Hz. Consequently, compared with the impedance values, the phase angle at low frequency is more suitable for assessing the compressive strength of concrete.
引用
收藏
页码:11692 / 11700
页数:9
相关论文
共 20 条
[1]   Test methods for on-site corrosion rate measurement of steel reinforcement in concrete by means of the polarization resistance method [J].
Andrade, C ;
Alonso, C ;
Gulikers, J ;
Polder, R ;
Cigna, R ;
Vennesland, O ;
Salta, M ;
Raharinaivo, A ;
Elsener, B .
MATERIALS AND STRUCTURES, 2004, 37 (273) :623-643
[2]   Reuse of local sand:: effect of limestone filler proportion on the rheological and mechanical properties of different sand concretes [J].
Bédérina, M ;
Khenfer, MM ;
Dheilly, RM ;
Quéneudec, M .
CEMENT AND CONCRETE RESEARCH, 2005, 35 (06) :1172-1179
[3]   Electrochemical impedance behavior of mortar subjected to a sulfate environment - A comparison with chloride exposure models [J].
Braganca, Mariana O. G. P. ;
Portella, Kleber F. ;
Bonato, Marcelle M. ;
Marino, Claudia E. B. .
CONSTRUCTION AND BUILDING MATERIALS, 2014, 68 :650-658
[4]   Study on the mechanical properties of the mortars exposed to the sulfate attack of different concentrations under the triaxial compression with constant confining pressure [J].
Chen, Da ;
Yu, Xiaotong ;
Guo, Mengyuan ;
Liao, Yingdi ;
Ouyang, Feng .
CONSTRUCTION AND BUILDING MATERIALS, 2017, 146 :445-454
[5]   The Mechanical Properties of Coastal Soil Treated with Cement [J].
Chen Da ;
Liao Yingdi ;
Jiang Chaohua ;
Feng Xingguo .
JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2013, 28 (06) :1155-1160
[6]   Water content, porosity and cement content as parameters controlling strength of artificially cemented silty soil [J].
Consoli, Nilo Cesar ;
Rosa, Daniela Aliati ;
Cruz, Rodrigo Caberlon ;
Dalla Rosa, Amanda .
ENGINEERING GEOLOGY, 2011, 122 (3-4) :328-333
[7]   Study on the Carbonation Behavior of Cement Mortar by Electrochemical Impedance Spectroscopy [J].
Dong, Biqin ;
Qiu, Qiwen ;
Xiang, Jiaqi ;
Huang, Canjie ;
Xing, Feng ;
Han, Ningxu .
MATERIALS, 2014, 7 (01) :218-231
[8]   The corrosion inhibition efficiency of aluminum tripolyphosphate on carbon steel in carbonated concrete pore solution [J].
Feng, Xingguo ;
Shi, Ruilong ;
Lu, Xiangyu ;
Xu, Yiwen ;
Huang, Xiufeng ;
Chen, Da .
CORROSION SCIENCE, 2017, 124 :150-159
[9]   Inhibitive Effect of N,N-Dimethyl Ethanolamine on Carbon Steel Bar in Chloride Contained Cement Extract [J].
Feng, Xingguo ;
Zhu, Chao ;
Chen, Yuhang ;
Guo, Wenwen ;
Xu, Siyong ;
Wu, Xianwei ;
Chen, Da .
INTERNATIONAL JOURNAL OF ELECTROCHEMICAL SCIENCE, 2017, 12 (01) :440-447
[10]   Galvanic Corrosion Between AISI304 Stainless Steel and Carbon Steel in Chloride Contaminated Mortars [J].
Feng, Xingguo ;
Liu, Jianqu ;
Hang, Cen ;
Lu, Zuocheng ;
Jiang, Yukun ;
Xu, Yiwen ;
Chen, Da .
INTERNATIONAL JOURNAL OF ELECTROCHEMICAL SCIENCE, 2016, 11 (06) :5226-5233