The elastic-plastic bearing capacity investigation of thin-walled steel members with quasi-homogenous and combined cross-sections

dc.contributor.authorJuhas, P.
dc.contributor.authorKokorudova, Z.
dc.contributor.authorMohamad, Al Ali
dc.date.accessioned2017-02-07T10:30:05Z
dc.date.available2017-02-07T10:30:05Z
dc.date.issued2007
dc.description.abstractThe paper presents fundamental information about realized experimental-theoretical research to determinate the load-carrying capacities for thin-walled compressed steel members with quasi-homogenous and hybrid cross-sections. The webs of such members are stressed in the elastic-plastic region. The research joins on previous research of the first author of the paper [1]. The aim of this research is to investigate and analyze the elastic-plastic post-critical behavior of thin web and its interaction with flanges. Some experimental results are presented in the paper.uk_UA
dc.identifier.citationJuhas P. The elastic-plastic bearing capacity investigation of thin-walled steel members with quasi-homogenous and combined cross-sections / P. Juhas, Z. Kokorudova, Mohamad Al Ali // Вісник Національного університету «Львівська політехніка». – 2007. – № 600 : Теорія і практика будівництва. – С. 403–410. – Bibliography: 6 titles.uk_UA
dc.identifier.urihttps://ena.lpnu.ua/handle/ntb/35735
dc.language.isoenuk_UA
dc.publisherВидавництво Національного університету «Львівська політехніка»uk_UA
dc.titleThe elastic-plastic bearing capacity investigation of thin-walled steel members with quasi-homogenous and combined cross-sectionsuk_UA
dc.typeArticleuk_UA

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