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dc.contributor.authorEsnaola, Jon Ander
dc.contributor.authorArin, Joanes
dc.contributor.authorElkoro Ugarteburu, Ander
dc.contributor.authorEzkurra, Mikel
dc.contributor.authorLarrañaga Amilibia, Jon
dc.contributor.authorUlacia, Ibai
dc.date.accessioned2026-02-23T12:53:39Z
dc.date.available2026-02-23T12:53:39Z
dc.date.issued2025
dc.identifier.issn2509-7075en
dc.identifier.otherhttps://katalogoa.mondragon.edu/janium-bin/janium_login_opac.pl?find&ficha_no=200893en
dc.identifier.urihttps://hdl.handle.net/20.500.11984/14039
dc.description.abstractAs automated warehouses become more central to supply chains, the durability and safety of rack structures—especially shuttle rails—are increasingly critical. These components face repeated loading cycles, making them vulnerable to fatigue failures. Traditional rack design often overlooks fatigue, focusing on static loads. When fatigue is considered, it typically centers on Mode I failure (normal stress-induced cracking), neglecting complex triaxial stress states and Mode II-III shear fatigue— especially in rail joints where stress concentrations occur. This study examines the capabilities of traditional and multiaxial fatigue approaches to capture these effects. Using a real-world case with observed rail joint failures, numerical analysis reveals that conventional methods fail to predict these failures, while multiaxial approaches succeed due to their consideration of combined Mode I, II and III loading. The results show that relying solely on conventional fatigue models can overestimate fatigue life, risking system integrity. Incorporating multiaxial fatigue evaluations is therefore essential for reliable design and long-term performance of rack structures in automated warehouses.en
dc.language.isoengen
dc.publisherWileyen
dc.rights© 2025 Wileyen
dc.subjectODS 9 Industria, innovación e infraestructuraes
dc.titleEvaluating the Impact of Multiaxial Fatigue on the Integrity of Automated Storage System Railsen
dcterms.accessRightshttp://purl.org/coar/access_right/c_abf2en
dcterms.sourceInternational Colloquium on Stability and Ductility of Steel Structures (SDSS)en
local.contributor.groupDiseño y mecánica estructurales
local.description.peerreviewedtrueen
local.description.publicationfirstpage676en
local.description.publicationlastpage681en
local.identifier.doihttps://doi.org/10.1002/cepa.70129en
local.embargo.enddate2145-12-31
local.contributor.otherinstitutionhttps://ror.org/00wvqgd19es
local.source.detailsBarcelona. 8-10 September, 2025en
oaire.format.mimetypeapplication/pdfen
oaire.file$DSPACE\assetstoreen
oaire.resourceTypehttp://purl.org/coar/resource_type/c_c94fen
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85en
dc.unesco.tesaurohttp://vocabularies.unesco.org/thesaurus/concept6156en
dc.unesco.clasificacionhttp://skos.um.es/unesco6/330532en


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