| Issue |
E3S Web Conf.
Volume 91, 2019
Topical Problems of Architecture, Civil Engineering and Environmental Economics (TPACEE 2018)
|
|
|---|---|---|
| Article Number | 02043 | |
| Number of page(s) | 10 | |
| Section | Energy-Efficient Construction | |
| DOI | https://doi.org/10.1051/e3sconf/20199102043 | |
| Published online | 02 April 2019 | |
Samples of concrete of small sizes
1 Nosov Magnitogorsk State Technical University (NMSTU) Magnitogorsk, 455000, Russia
2 JSC “MGrP”, 455028, Magnitogorsk, Russia
* Corresponding author: fatim77@inbox.ru
The article analyzes the sizes of concrete samples. We revealed a possibility to reduce sizes of samples. We simultaneously carried out tests of standard and small (25x25x100 mm) concrete samples. Small samples were obtained by cutting standard samples. In the course of study, the density, strength, and deformation of standard and small specimens were measured. The results are presented in tables and graphs. The strength of small samples was lower than the strength of reference samples. We identified loss of strength of the samples when cutting concrete. The average characteristics of deformation of concrete remained. Small samples are recommended for use in assessing the stress-strain state of reinforced concrete structures.
© The Authors, published by EDP Sciences, 2019
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0 (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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