Int. J. Metrol. Qual. Eng.
Volume 9, 2018
|Number of page(s)||5|
|Published online||16 November 2018|
Evaluation of measurement uncertainty for the determination of the mechanical resistance of the brick samples by using uniaxial compressive strength test
Department of Production Management, Faculty of Mechanical Engineering, Polytechnic University of Tirana,
Mother Teresa No. 3, 1001
2 Department of Mathematical Engineering, Faculty of Mathematical & Physical Engineering, Polytechnic University of Tirana, Mother Teresa No. 3, 1001 Tirana, Albania
3 Department of Metallurgy Engineering, Faculty of Mechanical Engineering, University of Sultan Ageng Tirtayasa, Jl. Jend Sudirman Km. 3, Cilegon, Banten 42435, Indonesia
* Corresponding author: email@example.com
Accepted: 3 October 2018
Clay bricks are the most important engineering materials that can influence the quality of the construction. The quality control of the clay bricks is of prime importance to improve the quality of engineering construction. The qualities of bricks for construction applications should be checked for various types of inspection services. In this article, our inspection service was focused on compression strength test on bricks to determine their mechanical resistance and suitability for construction work. The accurate method for clay brick's production measurements has been elaborated using uniaxial compressive strength testing machine. The method was tested for a rectangular clay brick manufactured with size approximately 250 mm × 250 mm × 200 mm. The measurement method and standard uncertainty estimation of uniaxial compressive strength are briefly described in this article.
Key words: clay brick&apos / s production / inspection services / uniaxial compressive strength / standard uncertainty
© K. Dhoska et al., published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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