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dc.creatorRadu, Dorin
dc.creatorSedmak, Aleksandar
dc.creatorBancila, Radu
dc.date.accessioned2022-09-19T18:11:48Z
dc.date.available2022-09-19T18:11:48Z
dc.date.issued2017
dc.identifier.issn2452-3216
dc.identifier.urihttps://machinery.mas.bg.ac.rs/handle/123456789/2590
dc.description.abstractThe structural integrity and life assessment can be considered as a mandatory request in the civil engineering designing and manufacturing process. The paper is presenting the procedure for determination of crack acceptability based on fracture toughness with failure assessment methods (FAD-1 and FAD-2) which is applied to a cylindrical steel shell structure with welded joints which is having the wind as a main load. The assessment is using BS7910/2013. Thus were assessed common types of flaws met at steel shell cylindrical structure elements using failure assessment diagrams - level 1 - FAD-1. The results are presenting the acceptability level for each type of flaw with comparative graphs, determining also the critical dimension of the flaw. For each flaw was calculated the failure assessment diagram (FAD-2). Different comparisons between group of flaws were done, revealing the critical crack like flaw. Also the critical value of flaw dimensions were calculated for each flaw type. The methodology establishes clear rules for assessment of structural elements with cracks, determining the initial flaws, assessed flaws and critical values of the cracks. Based on the detailed procedures described in the paper, on conclusions to the assessment done on each type of flaw, the assessment methods can be applied very easy in current design practice with different material characteristicsen
dc.publisherElsevier Science Bv, Amsterdam
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc-nd/4.0/
dc.sourceProcedia Structural Integrity - 2nd International Conference on Structural Integrity, Icsi 2017
dc.subjectstructural integrityen
dc.subjectsteel shell elementsen
dc.subjectengineering critical assessmenten
dc.titleStructural integrity of a wind loaded cylindrical steel shell structureen
dc.typeconferenceObject
dc.rights.licenseBY-NC-ND
dc.citation.epage1220
dc.citation.other5: 1213-1220
dc.citation.spage1213
dc.citation.volume5
dc.identifier.doi10.1016/j.prostr.2017.07.045
dc.identifier.fulltexthttp://machinery.mas.bg.ac.rs/bitstream/id/1318/2587.pdf
dc.identifier.scopus2-s2.0-85046717476
dc.identifier.wos000419177800163
dc.type.versionpublishedVersion


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