Experimental estimation of the parameters of crack progression in concrete
This article presents the influence of the structure on the characteristics of the crack resistance of concrete. Due to ease of manufacture and testing of samples, the method of determining the results of the test KIC beams notched. Depending on the conditions of application of the load, the schemes...
Main Authors: | , , , , , |
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Format: | Article |
Language: | English |
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EDP Sciences
2023-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/47/e3sconf_form2023_02052.pdf |
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author | Muratov Oybek Muratov Ashirbay Yakubov Quvochbek Khalimbetov Azat Bozorov Bustonjon Khikmatov Farrukhbek |
author_facet | Muratov Oybek Muratov Ashirbay Yakubov Quvochbek Khalimbetov Azat Bozorov Bustonjon Khikmatov Farrukhbek |
author_sort | Muratov Oybek |
collection | DOAJ |
description | This article presents the influence of the structure on the characteristics of the crack resistance of concrete. Due to ease of manufacture and testing of samples, the method of determining the results of the test KIC beams notched. Depending on the conditions of application of the load, the schemes were used to obtain the characteristics of the crack resistance of concrete in four-point bending, stretching, splitting. They allow to accurately determine stress coefficient KIC. |
first_indexed | 2024-03-12T15:26:55Z |
format | Article |
id | doaj.art-af0f381166e9439db52c7e4d691e4909 |
institution | Directory Open Access Journal |
issn | 2267-1242 |
language | English |
last_indexed | 2024-03-12T15:26:55Z |
publishDate | 2023-01-01 |
publisher | EDP Sciences |
record_format | Article |
series | E3S Web of Conferences |
spelling | doaj.art-af0f381166e9439db52c7e4d691e49092023-08-10T13:16:24ZengEDP SciencesE3S Web of Conferences2267-12422023-01-014100205210.1051/e3sconf/202341002052e3sconf_form2023_02052Experimental estimation of the parameters of crack progression in concreteMuratov Oybek0Muratov Ashirbay1Yakubov Quvochbek2Khalimbetov Azat3Bozorov Bustonjon4Khikmatov Farrukhbek5“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research University“Tashkent Institute of Irrigation and Agricultural Mechanization Engineers” National Research UniversityBukhara Institute of Natural Resources ManagementBukhara Institute of Natural Resources ManagementThis article presents the influence of the structure on the characteristics of the crack resistance of concrete. Due to ease of manufacture and testing of samples, the method of determining the results of the test KIC beams notched. Depending on the conditions of application of the load, the schemes were used to obtain the characteristics of the crack resistance of concrete in four-point bending, stretching, splitting. They allow to accurately determine stress coefficient KIC.https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/47/e3sconf_form2023_02052.pdf |
spellingShingle | Muratov Oybek Muratov Ashirbay Yakubov Quvochbek Khalimbetov Azat Bozorov Bustonjon Khikmatov Farrukhbek Experimental estimation of the parameters of crack progression in concrete E3S Web of Conferences |
title | Experimental estimation of the parameters of crack progression in concrete |
title_full | Experimental estimation of the parameters of crack progression in concrete |
title_fullStr | Experimental estimation of the parameters of crack progression in concrete |
title_full_unstemmed | Experimental estimation of the parameters of crack progression in concrete |
title_short | Experimental estimation of the parameters of crack progression in concrete |
title_sort | experimental estimation of the parameters of crack progression in concrete |
url | https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/47/e3sconf_form2023_02052.pdf |
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