Investigation of specimen size, geometry and temperature effects on resistivity of electrically conductive concretes

被引:31
作者
Dehghanpour, Heydar [1 ]
Yilmaz, Kemalettin [1 ]
机构
[1] Sakarya Univ, Engn Fac, Civil Engn Dept, Construct Mat Grp, TR-54187 Sakarya, Turkey
关键词
Electrically conductive concretes; Specimen size-geometry; Resistivity; Voltage; Temperature; FIBER-REINFORCED CONCRETE; NANO-CARBON-BLACK; RESISTANCE; PAVEMENT; SNOW;
D O I
10.1016/j.conbuildmat.2020.118864
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In ECON research, it is important to determine a suitable size-geometry of specimen for resistivity measurement. In this study, specimens of three different geometries (cube, cylinder and prismatic) were produced in three different sizes using a mixture of normal concrete and ECON. In the ECON mixture, 0.8 vol% carbon fiber was used as conductivity increasing additive and carboxymethyl cellulose was used as fiber distributor agent. Resistivity (rho) values were obtained once by applying different voltages and once directly measuring resistance (R) by ohm meters. It has shown that the resistivity values decrease with increasing voltage, according to the results obtained by the voltage application method, for both normal and ECON samples. In ECON specimens, it has been specified that the resistivity value increases with increasing cross section area (A)/length (L) ratio. Since the A/L ratios among the cylinder specimens were lower than the others, the resistivity difference of these samples was less. To determine the temperature-resistivity relationship in ECONs, the resistivity of 10 cm diameter, 20 cm long cylinder specimen was examined between -10 and room temperature. According to the results of temperature-resistivity relationship research, as the temperature increased from similar to 10 degrees C to about 15 degrees C, the resistivity decreased, then the resistivity was fixed with increasing temperature. (C) 2020 Elsevier Ltd. All rights reserved.
引用
收藏
页数:10
相关论文
共 48 条
  • [21] Self-heating and deicing conductive cement. Experimental study and modeling
    Gomis, J.
    Galao, O.
    Gomis, V.
    Zornoza, E.
    Garces, P.
    [J]. CONSTRUCTION AND BUILDING MATERIALS, 2015, 75 : 442 - 449
  • [22] Gopalakrishnan K., 2015, Int. J. Pavement Res. Technol, V8, P315, DOI DOI 10.6135/IJPRT.0RG.TW/2015.8(5).315
  • [23] Electrical conductivity of the Carbon fiber conductive concrete
    Hou Zuofu
    Li Zhuoqui
    Wang Jianjun
    [J]. JOURNAL OF WUHAN UNIVERSITY OF TECHNOLOGY-MATERIALS SCIENCE EDITION, 2007, 22 (02): : 346 - 349
  • [24] Self-sensing of carbon nanofiber concrete columns subjected to reversed cyclic loading
    Howser, R. N.
    Dhonde, H. B.
    Mo, Y. L.
    [J]. SMART MATERIALS & STRUCTURES, 2011, 20 (08)
  • [25] Electro-mechanical self-sensing response of ultra-high-performance fiber-reinforced concrete in tension
    Kim, Min Kyoung
    Kim, Dong Joo
    An, Yun-Kyu
    [J]. COMPOSITES PART B-ENGINEERING, 2018, 134 : 254 - 264
  • [26] Kraus R.N., 2006, Testing and Evaluation of Concrete Using High- Carbon Fly Ash and Carbon Fibers
  • [27] Krause A., 2012, 2012 IEEE INT S EL C
  • [28] Automatically melting snow on airport cement concrete pavement with carbon fiber grille
    Lai, Yong
    Liu, Yan
    Ma, Daoxun
    [J]. COLD REGIONS SCIENCE AND TECHNOLOGY, 2014, 103 : 57 - 62
  • [29] Influences of Specimen Geometry and Loading Rate on Compressive Strength of Unstabilized Compacted Earth Block
    Lan, Guan-qi
    Wang, Yi-hong
    Chao, Si-si
    [J]. ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2018, 2018
  • [30] Carbon fiber reinforced concrete for smart structures capable of non-destructive flaw detection
    Chen, Pu-Woei
    Chung, D.D.L.
    [J]. Smart Materials and Structures, 1993, 2 (01)