Strength of the steel fiber concrete elements with a circular cut under single loading

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Bibliographic Details
Date:2016
Main Authors: Ye. M. Babych, O. V. Andriichuk
Format: Article
Language:English
Published: 2016
Series:Materials Science (Physicochemical mechanics of materials)
Online Access:http://jnas.nbuv.gov.ua/article/UJRN-0000664819
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Journal Title:Library portal of National Academy of Sciences of Ukraine | LibNAS

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Library portal of National Academy of Sciences of Ukraine | LibNAS
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author Ye. M. Babych
O. V. Andriichuk
author_facet Ye. M. Babych
O. V. Andriichuk
author_sort Ye. M. Babych
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institution Library portal of National Academy of Sciences of Ukraine | LibNAS
language English
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publishDate 2016
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series Materials Science (Physicochemical mechanics of materials)
spelling open-sciencenbuvgovua-508772024-02-29T12:58:34Z Strength of the steel fiber concrete elements with a circular cut under single loading Ye. M. Babych O. V. Andriichuk 0430-6252 2016 en Materials Science (Physicochemical mechanics of materials) http://jnas.nbuv.gov.ua/article/UJRN-0000664819 Article
spellingShingle Materials Science (Physicochemical mechanics of materials)
Ye. M. Babych
O. V. Andriichuk
Strength of the steel fiber concrete elements with a circular cut under single loading
title Strength of the steel fiber concrete elements with a circular cut under single loading
title_full Strength of the steel fiber concrete elements with a circular cut under single loading
title_fullStr Strength of the steel fiber concrete elements with a circular cut under single loading
title_full_unstemmed Strength of the steel fiber concrete elements with a circular cut under single loading
title_short Strength of the steel fiber concrete elements with a circular cut under single loading
title_sort strength of the steel fiber concrete elements with a circular cut under single loading
url http://jnas.nbuv.gov.ua/article/UJRN-0000664819
work_keys_str_mv AT yembabych strengthofthesteelfiberconcreteelementswithacircularcutundersingleloading
AT ovandriichuk strengthofthesteelfiberconcreteelementswithacircularcutundersingleloading