https://m2.mtmt.hu/ hun 2026-03-12 23:05 JournalArticle 34139857 APPROVED true 0 false 2026-01-06T08:19:50.133+0000 2023-09-15T14:22:04.227+0000 2023-09-14T10:07:41.516+0000 true 10049643 Jáger Bence /api/author/10049643 Author true 10049643 2024-11-11T15:10:13.584+0000 2024-11-11T15:10:13.584+0000 true false true 24 24 /api/publicationtype/24 PublicationType 1 true 24 JournalArticle true 1268360 Conference paper in journal true 24 24 /api/publicationtype/24 PublicationType 1 true 24 JournalArticle /api/subtype/1268360 Konferenciaközlemény SubType 109 true 1268360 true 1 /api/category/1 Category true 1 Hajdú, Gábor Novel formula for the elastic critical moment of beams with corrugated web true false /api/journal/20062816 NOT_REVIEWED true false true 20062816 false 2509-7075 Journal FOREIGN 6 3-4 1705 1710 1705 6 2023 This paper presents a novel analytical expression to determine the elastic lateraltorsional buckling resistance of I‐beams with corrugated web. The corrugated web beams have higher torsional stiffness than the flat web beams; therefore, the self‐weight of the beam can be reduced. The appropriate hand calculation methods to determine the elastic critical moment of corrugated web beams are based on the modification of warping constant of the cross‐section. In this paper, instead of modifying the warping constant the approximate expression is derived from the total potential strain energy of the beam using an energy method. During the solution, the beam is separated into three parts. The flanges are modelled as thin‐walled beams and the corrugated web is modelled as a thin equivalent orthotropic plate with uniform thickness. To assess the accuracy of the proposed analytical formula full shell finite element models were created in Abaqus software. The accuracy of the proposed expression is examined for sinusoidal and trapezoidal corrugation also. The results of the parametric study showed that the derived formula is accurate and applicable for elastic lateral‐torsional buckling analysis of I‐beams with web corrugation. true true 2023 true true true true true false NONE 2026-01-06 false 6 0 6 2 2 6 6 3 4 5 5 2 2 2 4 0 6 2 6 2 0 4 4 Folyóiratcikk Journal Article 24 5 Könyvrészlet Chapter in Book 25 1 Könyv Book 23 0 Egyéb konferenciaközlemény Conference paper 31 0 Egyéb konferenciakötet Conference proceedings 32 0 Oltalmi formák Protection forms 26 0 Disszertáció Thesis 28 0 Egyéb Miscellaneous 29 0 Alkotás Achievement 22 0 Kutatási adat Research data 33 0 Folyóiratcikk Journal Article 24 0 0 0 Könyvrészlet Chapter in Book 25 0 0 0 Könyv Book 23 0 0 0 Egyéb konferenciaközlemény Conference paper 31 0 0 0 Egyéb konferenciakötet Conference proceedings 32 0 0 0 Oltalmi formák Protection forms 26 0 0 0 Disszertáció Thesis 28 0 0 0 Egyéb Miscellaneous 29 0 0 0 Alkotás Achievement 22 0 0 0 Kutatási adat Research data 33 0 0 0 2024 0 5 2 5 2 2025 0 0 0 0 0 2026 0 1 0 1 0 false 10052682 false false false 2023-12-13T11:07:42.221+0000 Szerkezetépítési és Geotechnikai Tanszék (SZE / ÉÉKK) 2 13 1 2 0 false Language 10002 /api/language/10002 Angol English true 2 true PersonAuthorship 109898427 /api/authorship/109898427 1 0.5 true false false Author 10052682 /api/author/10052682 Hajdú Gábor true 10052682 true Hajdú Gábor true false false AuthorshipType 1 /api/authorshiptype/1 0 true 0 true false true PersonAuthorship 109898428 /api/authorship/109898428 2 0.5 false true false Author 10008138 /api/author/10008138 Papp Ferenc true 10008138 true Papp Ferenc true false false AuthorshipType 1 /api/authorshiptype/1 0 true 0 true false true PublicationIdentifier 24372326 /api/publicationidentifier/24372326 PlainSource 6 /api/publicationsource/6 PublicationSourceType 10001 /api/publicationsourcetype/10001 true true true DOI DOI https://doi.org/@@@ true true 6 true 10.1002/cepa.2614 https://doi.org/10.1002/cepa.2614 false true PublicationIdentifier 24372327 /api/publicationidentifier/24372327 PlainSource 40 /api/publicationsource/40 PublicationSourceType 10006 /api/publicationsourcetype/10006 true true true Egyéb URL Other URL @@@ true true 40 true https://onlinelibrary.wiley.com/doi/10.1002/cepa.2614 https://onlinelibrary.wiley.com/doi/10.1002/cepa.2614 false true Reference 45036678 /api/reference/45036678 1 10.1016/j.engstruct.2021.112888 false true Reference 45036679 /api/reference/45036679 2 10.1016/j.tws.2022.109373 false true Reference 45036680 /api/reference/45036680 3 false true Reference 45036681 /api/reference/45036681 4 false true Reference 45036682 /api/reference/45036682 5 false true Reference 45036683 /api/reference/45036683 6 10.1016/j.tws.2008.04.005 false true Reference 45036684 /api/reference/45036684 7 10.1016/j.engstruct.2010.03.018 false true Reference 45036685 /api/reference/45036685 8 10.1016/j.engstruct.2014.09.040 false true Reference 45036686 /api/reference/45036686 9 10.1016/j.jcsr.2016.11.005 false true Reference 45036687 /api/reference/45036687 10 false true Reference 45036688 /api/reference/45036688 11 10.1680/stbu.2005.158.1.53 false true Reference 45036689 /api/reference/45036689 12 10.1002/cepa.1764 false true Reference 45036690 /api/reference/45036690 13 10.1016/j.tws.2012.07.023 false true Reference 45036691 /api/reference/45036691 14 10.1016/j.tws.2022.109880 false true Reference 45036692 /api/reference/45036692 15 10.1016/0045-7949(86)90207-5 false true Reference 45036693 /api/reference/45036693 16 false true Reference 45036694 /api/reference/45036694 17 10.1016/j.tws.2017.05.025 false true Reference 45036695 /api/reference/45036695 18 false true Reference 45036696 /api/reference/45036696 19 10.1016/0141-0296(92)90038-R false true Reference 45036697 /api/reference/45036697 20 false true Reference 45036698 /api/reference/45036698 21 10.1016/j.istruc.2018.05.002 false true Reference 45036699 /api/reference/45036699 22 10.1016/j.jcsr.2022.107354 false true /api/publication/34139857 <div class="JournalArticle Publication long-list"> <div class="authors"> <img title="Forrásközlemény" style="float: left" src="/frontend/resources/grid/publication-core-icon.png"> <img title="Idézőközlemény" style="float: left" src="/frontend/resources/grid/publication-citation-icon.png"> <div class="autype autype0"> <span class="author-name" mtid="10052682"><a href="/gui2/?type=authors&mode=browse&sel=10052682" target="_blank">Hajdú Gábor (<span class="authorship-author-name">Hajdú Gábor</span> <span class="authorAux-mtmt"> Építőmérnöki tudományok</span>) </a> </span> <span class="author-affil"><span title="Széchenyi István Egyetem">SZE</span>/<span title="Építész-, Építő- és Közlekedésmérnöki Kar">ÉÉKK</span>/Szerkezetépítési és Geotechnikai Tanszék</span> ;&nbsp;&nbsp;&nbsp; <span class="author-name" mtid="10008138"><a href="/gui2/?type=authors&mode=browse&sel=10008138" target="_blank">Papp Ferenc (<span class="authorship-author-name">Papp Ferenc</span> <span class="authorAux-mtmt"> építőmérnöki tudomány</span>) </a> </span> <span class="author-affil"><span title="Széchenyi István Egyetem">SZE</span>/<span title="Építész-, Építő- és Közlekedésmérnöki Kar">ÉÉKK</span>/Szerkezetépítési és Geotechnikai Tanszék</span> </div> </div> <div class="title"><a href="/gui2/?mode=browse&params=publication;34139857" target="_blank">Novel formula for the elastic critical moment of beams with corrugated web</a></div> <div> <span class="journal-title">CE/PAPERS</span> <span class="journal-issn">( <a target="_blank" href="https://portal.issn.org/resource/ISSN/2509-7075">2509-7075</a>)</span>: <span class="journal-volume">6</span> <span class="journal-issue">3-4</span> <span class="page"> pp 1705-1710 </span> <span class="year">(2023)</span> </div> <div class="pub-footer"> <span class="language" xmlns="http://www.w3.org/1999/html">Nyelv: Angol | </span> <span class="identifiers"> <span class="id identifier oa_none" title="none"> <a style="color:black" title="10.1002/cepa.2614" target="_blank" href="https://doi.org/10.1002/cepa.2614"> DOI </a> </span> <span class="id identifier oa_none" title="none"> <a style="color:black" title="https://onlinelibrary.wiley.com/doi/10.1002/cepa.2614" target="_blank" href="https://onlinelibrary.wiley.com/doi/10.1002/cepa.2614"> Egyéb URL </a> </span> </span> <div class="publication-citation" style="margin-left: 0.5cm;"> <span title="Nyilvános idézőközlemények összesen, említések nélkül" class="citingPub-count">Nyilvános idéző összesen: 6</span> | Független: 2 | Függő: 4 | Nem jelölt: 0 | WoS jelölt: 3 | Scopus jelölt:&nbsp;4 | WoS/Scopus jelölt:&nbsp;5 | DOI jelölt:&nbsp;6 </div> <div class="publication-citation"> <a target="_blank" href="/api/publication?cond=citations.related;eq;34139857&sort=publishedYear,desc&sort=title"> Idézett közlemények száma: 4 </a> </div> <div class="mtid"><span class="long-pub-mtid">Közlemény: 34139857</span> | <span class="status-data status-APPROVED"> Nyilvános </span> Forrás Idéző | <span class="type-subtype">Folyóiratcikk ( Konferenciaközlemény ) </span> | <span class="pub-category">Tudományos</span> | <span class="publication-sourceOfData">kézi felvitel</span> </div> <div class="lastModified">Utolsó módosítás: 2023.09.15. 16:22 Zsömle Viktor (SZE 4 admin) </div> </div></div>