Determining the Elastic-Plastic Effective Width of the Free Flange of a Hull Girder with the Breaking of a Wall

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dc.contributor.authorSokov, V.
dc.contributor.authorKorostylov, L .
dc.date.accessioned2022-06-16T18:24:06Z
dc.date.available2022-06-16T18:24:06Z
dc.date.issued2021
dc.descriptionSokov, V. Determining the elastic-plastic effective width of the free flange of a hull girder with the breaking of a wall / V. Sokov, L . Korostylov // Eastern-European Journ. of Enterprise Technologies. – 2021. – Vol. 1, No 7 (109). – P. 32–40.uk_UA
dc.description.abstract1This paper reports the dependences that have been derived to determine the effective width of a free flange in a dangerous cross-section of the wide-flange hull girder with the breaking of the wall/edges/axis at elastic-plastic deformation depending on the applied load for a perfectly plastic material without strengthening. Currently, there are no systematic dependences to determine the effective width of the free flange of girders of this type, except for certain cases. The technique is suitable for use for both purely elastic and elastic-plastic deformation. To calculate the stressedstrained state (SSS), a finite-element method (FEM) was used to solve the three-dimensional problem from the elasticity and plasticity theory. It has been shown that the node is exposed to simple loading. The reported results were derived within the framework of the deformation theory of plasticity. The largest ratio of external load to the boundary of fluidity is 0.9. The estimation scheme takes into consideration the most unfavorable working conditions of the examined node when the safest data are acquired. The dependences were built for the theoretical coefficient of concentration in a dangerous cross-section, which is used in the proposed procedure to determine the moment of transition from the elastic stage of deformation to elastic-plastic. When determining the effective width, the complex work of the flange and its deplanation was taken into consideration by defining the SSS components in the median plane. The feasibility of the idea of designing the SSS components on the inclined plane of a free flange has been proven. In this case, there is practically a (quasi) flat stressed state, suitable for the application of classical methods to determine the effective width. The proposed technique simplifies the calculations of the strength of the examined girder.uk_UA
dc.description.provenanceSubmitted by Валерий Соков (valeriy.sokov@nuos.edu.ua) on 2021-09-29T16:33:58Z No. of bitstreams: 1 Determining The Elastic-Plastic Effective Width Of The Free Flange Of A Hull Girder With The Breaking Of A Wall-Sokov, Korostilov.pdf: 952241 bytes, checksum: d54c95988d29427f913b5f510d04c90c (MD5)en
dc.description.provenanceApproved for entry into archive by Катерина Білоножко (kateryna.bilonozhko@nuos.edu.ua) on 2022-06-16T18:12:35Z (GMT) No. of bitstreams: 1 Determining The Elastic-Plastic Effective Width Of The Free Flange Of A Hull Girder With The Breaking Of A Wall-Sokov, Korostilov.pdf: 952241 bytes, checksum: d54c95988d29427f913b5f510d04c90c (MD5)en
dc.description.provenanceApproved for entry into archive by Катерина Білоножко (kateryna.bilonozhko@nuos.edu.ua) on 2022-06-16T18:23:48Z (GMT) No. of bitstreams: 1 Determining The Elastic-Plastic Effective Width Of The Free Flange Of A Hull Girder With The Breaking Of A Wall-Sokov, Korostilov.pdf: 952241 bytes, checksum: d54c95988d29427f913b5f510d04c90c (MD5)en
dc.description.provenanceMade available in DSpace on 2022-06-16T18:24:06Z (GMT). No. of bitstreams: 1 Determining The Elastic-Plastic Effective Width Of The Free Flange Of A Hull Girder With The Breaking Of A Wall-Sokov, Korostilov.pdf: 952241 bytes, checksum: d54c95988d29427f913b5f510d04c90c (MD5)en
dc.identifier.govdocDOI: https://doi.org/10.15587/1729-4061.2021.225106
dc.identifier.issn1729-3774 (Print)
dc.identifier.urihttps://eir.nuos.edu.ua/handle/123456789/5425
dc.language.isoenuk_UA
dc.relation.ispartofseries629.5:624.04uk_UA
dc.subjectelastic-plastic effective widthuk_UA
dc.subjectgirder with an axis/ edge/wall breakinguk_UA
dc.subjectI-girderuk_UA
dc.subjectconcentration factoruk_UA
dc.titleDetermining the Elastic-Plastic Effective Width of the Free Flange of a Hull Girder with the Breaking of a Walluk_UA
dc.title22021
dc.typeArticleuk_UA

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