Comparison of Linear Temperature Corrections and Activation Energy Temperature Corrections for Electrical Resistivity Measurements of Concrete

被引:23
作者
Coyle, Alex T. [1 ]
Spragg, Robert P. [2 ]
Suraneni, Prannoy [3 ]
Amirkhanian, Armen N. [4 ]
Weiss, William J. [1 ]
机构
[1] Oregon State Univ, Sch Civil & Construct Engn, 111F Kearney Hall,1491 SW Campus Way, Corvallis, OR 97331 USA
[2] SES Grp & Associates LLC, Turner Fairbank Highway Res Ctr, 6300 Georgetown Pike, Mclean, VA 22101 USA
[3] Univ Miami, Dept Civil Architectural & Environm Engn, 1251 Mem Dr, Coral Gables, FL 33146 USA
[4] Univ Alabama, Dept Civil Construct & Environm Engn, 284 Hardaway Hall,401 7th Ave, Tuscaloosa, AL 35487 USA
来源
ADVANCES IN CIVIL ENGINEERING MATERIALS | 2018年 / 7卷 / 01期
关键词
temperature corrections; resistivity; formation factor; activation energy; service life;
D O I
10.1520/ACEM20170135
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Electrical resistivity measurements are increasingly being used as measurements for concrete acceptance in practice. It has been shown that these measurements are sensitive to temperature. This paper examines the influence of temperature on electrical resistivity measurements in concrete. Two temperature correction approaches that are commonly used by researchers and practitioners were evaluated: a linear temperature correction approach (alpha) and an activation energy-based temperature correction approach (Ea-cond). These approaches were compared with each other and their predictive capabilities were assessed using measured data from various concrete mixtures. It was found that for cases of low temperature sensitivity (low values of alpha or Ea-cond), the predictions obtained with a and with Ea-cond were similar. However, the Ea-cond approach was found to provide more accurate corrections (lower error) than corrections using a for measurements conducted at lower temperatures and for systems with higher temperature sensitivities (high values of a or Ea-cond). For saturated concrete specimens, both the linear (alpha) and activation energy (Ea-cond) approaches are acceptable, whereas the use of the Ea-cond approach provides better predictive capabilities in sealed concrete specimens, especially at low temperatures. The average values for Ea-cond were found to be 29.8 kJ/mol for sealed specimens and 15.8 kJ/mol for saturated specimens, and corresponding average values of alpha are 3.25 %/degrees C and 2.00 %/degrees C, respectively. The values for Ea-cond for saturated specimens are closer to what is expected of a pore solution on its own.
引用
收藏
页码:174 / 187
页数:14
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