Please use this identifier to cite or link to this item: https://open.uns.ac.rs/handle/123456789/3580
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dc.contributor.authorBešević, Miroslaven
dc.contributor.authorProkić, Aleksandaren
dc.contributor.authorLandović, Aleksandaren
dc.contributor.authorKasaš, Karoljen
dc.date.accessioned2019-09-23T10:28:40Z-
dc.date.available2019-09-23T10:28:40Z-
dc.date.issued2017-01-01en
dc.identifier.issn5536626en
dc.identifier.urihttps://open.uns.ac.rs/handle/123456789/3580-
dc.description.abstract© 2017, Technical University of Budapest. All rights reserved. This paper presents a calculation method for axially compressed cold formed stainless, high strength and carbon steel profiles. Results of different authors in this field published in international journals depict current trends in this field. Paper also presents author’s numerical and experimental analysis of cold-formed centrally compressed elements. Numerical analysis was carried out by finite element method and program for the nonlinear static and dynamic structural analysis - PAK. The results obtained by experimental and numerical methods included boundary conditions, maximum force, buckling curve etc. Small difference observed in the values obtained by these different methods. Results werw compared to values predicted by international designing code in order to analyze if they are too conservative for cold formed steel sections.en
dc.relation.ispartofPeriodica Polytechnica Civil Engineeringen
dc.titleThe analysis of bearing capacity of axially compressed cold formed steel membersen
dc.typeJournal/Magazine Articleen
dc.identifier.doi10.3311/PPci.8836en
dc.identifier.scopus2-s2.0-85006312477en
dc.identifier.urlhttps://api.elsevier.com/content/abstract/scopus_id/85006312477en
dc.relation.lastpage97en
dc.relation.firstpage88en
dc.relation.issue1en
dc.relation.volume61en
item.grantfulltextnone-
item.fulltextNo Fulltext-
crisitem.author.deptGrađevinski fakultet-
crisitem.author.parentorgUniverzitet u Novom Sadu-
Appears in Collections:FTN Publikacije/Publications
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