To estimate the rigidity of bending reinforced concrete elements based on dependence of length macro trays from load

dc.contributor.author	Radaikin O.
dc.contributor.author	Sharafutdinov L.
dc.contributor.author	Sabitov L.
dc.contributor.author	Strelkov Y.
dc.contributor.author	Kashapov N.
dc.date.accessioned	2020-01-21T20:51:34Z
dc.date.available	2020-01-21T20:51:34Z
dc.date.issued	2019
dc.identifier.issn	1757-8981
dc.identifier.uri	https://dspace.kpfu.ru/xmlui/handle/net/157788
dc.description.abstract	© 2019 IOP Publishing Ltd. All rights reserved. The purpose of this work is to make proposals for calculating the stiffness of normal sections of bending reinforced concrete elements, taking into account the work of the stretched concrete above the macrocrack and stress concentration at its top. In the article, such an account is made by the methods of fracture mechanics using the stress intensity factor KI . One of the stages of calculation consists in the finite-element modeling of macrocracks in ANSYS.
dc.relation.ispartofseries	IOP Conference Series: Materials Science and Engineering
dc.title	To estimate the rigidity of bending reinforced concrete elements based on dependence of length macro trays from load
dc.type	Conference Paper
dc.relation.ispartofseries-issue	1
dc.relation.ispartofseries-volume	570
dc.collection	Публикации сотрудников КФУ
dc.source.id	SCOPUS17578981-2019-570-1-SID85072087647

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Публикации сотрудников КФУ Scopus [24551]
Коллекция содержит публикации сотрудников Казанского федерального (до 2010 года Казанского государственного) университета, проиндексированные в БД Scopus, начиная с 1970г.