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Structure material physic-mechanical characteristics accuracy determination while changing the level of stresses in the structure

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dc.contributor.author Kolokhov, Viktor
dc.contributor.author Колохов, Віктор Володимирович
dc.contributor.author Колохов, Виктор Владимирович
dc.contributor.author Sopilniak, Artem
dc.contributor.author Сопільняк, Артем Михайлович
dc.contributor.author Сопильняк, Артем Михайлович
dc.contributor.author Gasii, Grygorii
dc.contributor.author Гасій, Григорій Михайлович
dc.contributor.author Гасий, Григорий Михайлович
dc.contributor.author Kolokhov, Alexander
dc.contributor.author Колохов, Олександр Вікторович
dc.contributor.author Колохов, Александр Викторович
dc.date.accessioned 2020-02-25T08:32:00Z
dc.date.available 2020-02-25T08:32:00Z
dc.date.issued 2018
dc.identifier https://www.sciencepubco.com/index.php/ijet/article/view/27217
dc.identifier.citation Structure material physic-mechanical characteristics accuracy determination while changing the level of stresses in the structure / V. Kolokhov, A. Sopilniak, G. Gasii, A. Kolokhov // International Journal of Engineering & Technology. – 2018. – Vol. 7. – № 4, Iss. 8. – P. 74–78. en_US
dc.identifier.uri http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/2694
dc.description.abstract EN: The reliability and durability of building structures is largely connected with the determination of the physic-mechanical characteristics (PMH) of a concrete structure, their measurement (determination) is the most critical procedure. The process of measuring physicmechanical characteristics materials is characterized by various errors, which are divided into gross, systematic and random. The influence of systematic errors is taken into account by using various kinds of calibration (or gauging) dependencies which use non-destructive testing devices. The analysis of the presented results shows that the reliability of the belonging of concrete of different series to one general aggregate is rather low. This meant that the application of tariation dependencies, graduated for concrete in one series, will lead to significant errors in the determination of PMH for concrete of other series. Therefore, to clarify the physicomechanical characteristics of materials, it is necessary to use data on the level of stress-strain state of the structure. en_US
dc.language.iso en en_US
dc.subject stress-strain state en_US
dc.subject physic-mechanical characteristics en_US
dc.subject non-destructive control en_US
dc.title Structure material physic-mechanical characteristics accuracy determination while changing the level of stresses in the structure en_US
dc.type Article en_US


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