RESEARCH ARTICLE


A Method to Estimate the Error of Adiabatic Temperature Rise Testing Device



Zhu Zhenyang1, 2, *, Chen Weimin1, Xie Zhiqiang3, Zhang Guoxin1
1 State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, P.R. China
2 Hydrochina Huadong Engineering Corporation, Hangzhou, Zhejiang Province, 310014, P.R. China
3 Yangtze River Scientific Research Institute, Wuhan 430010, P.R. China


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Creative Commons License
© Zhenyang et al.; Licensee Bentham Open

open-access license: This is an open access article licensed under the terms of the Creative Commons Attribution-Non-Commercial 4.0 International Public License (CC BY-NC 4.0) (https://creativecommons.org/licenses/by-nc/4.0/legalcode), which permits unrestricted, non-commercial use, distribution and reproduction in any medium, provided the work is properly cited.

* Address correspondence to this author at the State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100038, P.R. China; Tel: +86 18810513909/+86 18805811620; Fax: +86 010 68588911; E-mail: 1219921552@qq.com


Abstract

The surface temperature of a testing sample should be immediately adjusted to equal to the central point when testing adiabatic temperature rise of concrete. However, due to the insufficient tracking accuracy, there are temperature differences between the environment and the central point temperature. In this paper, the heat loss of the sample is deduced based on thermal balance equation and an assumption that the heat passing through cylindrical surface temperature and through the two ends of the sample do not affect each other, and the total heat losses of the sample can be calculated by adding the heat passing through cylindrical surface and the heat passing through two ends. Then, according to the relationship between heat and temperature, the maximum error caused by the adiabatic temperature rise testing device was deduced, and the proposed measurement accuracy of the adiabatic temperature rise testing device was presented. According to the results of the verification case, a corrective constant should be used to modify the deduction.

Keywords: Adiabatic temperature rise, Concrete, Finite element analysis, Maximum error, Temperature control, Tracking accuracy.