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...

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Main Authors: Muratov Oybek, Muratov Ashirbay, Yakubov Quvochbek, Khalimbetov Azat, Bozorov Bustonjon, Khikmatov Farrukhbek
Format: Article
Language:English
Published: EDP Sciences 2023-01-01
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.
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language English
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publishDate 2023-01-01
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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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AT bozorovbustonjon experimentalestimationoftheparametersofcrackprogressioninconcrete
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