Please use this identifier to cite or link to this item: http://mx.ogasa.org.ua/handle/123456789/7308
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dc.contributor.authorStolevich, O.I.-
dc.date.accessioned2018-12-04T11:27:46Z-
dc.date.available2018-12-04T11:27:46Z-
dc.date.issued2018-
dc.identifier.urihttp://mx.ogasa.org.ua/handle/123456789/7308-
dc.description.abstractIn our opinion, at present, the strain-deformed state and cracking in concrete and reinforced concrete elements and structures remains insufficiently studied. In particular, it effects on lightweight concrete. An important point in determining the stress-strain state is the consideration of the material properties in determining the stresses and, in the future, the use of the σ and ε dependencies for design and practical purposes. Therefore, the problem being solved is topical, and for its solution a complex of experimental and theoretical studies with the use of modern computer technology has been carried out.uk_UA
dc.language.isoenuk_UA
dc.subjectmodeluk_UA
dc.subjectcrackuk_UA
dc.subjectmethodologyuk_UA
dc.subjectdiagramuk_UA
dc.subjectdeformationuk_UA
dc.subjectconcreteuk_UA
dc.titleModel of crack growth influence on elastic deformation of concrete.uk_UA
dc.typeArticleuk_UA
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