Fulltext available Open Access https://creativecommons.org/licenses/by-nc-nd/4.0/
DC FieldValueLanguage
dc.contributor.authorPetersen, Tobias-
dc.contributor.authorKrahwinkel, Manuel-
dc.date.accessioned2022-09-15T09:59:03Z-
dc.date.available2022-09-15T09:59:03Z-
dc.date.issued2015-
dc.identifier.citationImplementing Innovative Ideas in Structural Engineering Project Management : Proceedings of International Structural Engineering and Constructionen_US
dc.identifier.isbn978-0-9960437-1-7-
dc.identifier.urihttps://repos.hcu-hamburg.de/handle/hcu/753-
dc.description.abstractA honeycomb girder (HCG) is defined by a mirror symmetric arrangement of two trapezoidal corrugated steel sheets (TCSS). Mechanical fasteners such as screws or rivets connect them. The high bending stiffness of HCGs provides the opportunity to span distances up to 14.0 m. Especially in the application as a cladding of roofs and facades of industrial steel-framed buildings this new construction type promises the potential to improve the resource and economic efficiency of these buildings. Former experimental investigations verified a numerical model. Based on this finite element method (FEM) model a parametric study on HCGs with an equidistant fastener arrangement has been carried out. By applying three design criteria on the numerical results the maximum characteristic surface loads for 360 HCG constellations have been determined. This paper investigates the influence of a graduated arrangement of mechanical fasteners in HCG systems on their maximum characteristic surface load.en
dc.language.isoenen_US
dc.publisherISEC Press-
dc.subjectCold-formeden
dc.subjectFEMen
dc.subjectThin-walleden
dc.subjectLight gaugeen
dc.subjectSimulationen
dc.subjectSteel sheeten
dc.subjectGraduated mechanical fastenersen
dc.subject.ddc624: Ingenieurbau und Umwelttechnik-
dc.titleA numerical parametric study on the load carrying behavior under bending of honeycomb girdersen
dc.typeconferencePaperen_US
dc.relation.conference8th International Structural Engineering and Construction Conference: Implementing Innovative Ideas in Structural Engineering and Project Management (ISEC 2015), 23-25 November 2015, Sidney, Australiaen_US
dc.type.diniConferencePaper-
dc.type.driverconferenceObject-
dc.rights.cchttps://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.type.casraiConference Paper-
dcterms.DCMITypeText-
tuhh.identifier.urnurn:nbn:de:gbv:1373-repos-9571-
tuhh.oai.showtrueen_US
tuhh.publisher.doi10.14455/ISEC.res.2015.109-
tuhh.publication.instituteInnovative Bauweisen und Baukonstruktionen_US
tuhh.type.opusInProceedings (Aufsatz / Paper einer Konferenz etc.)-
tuhh.container.startpage487en_US
tuhh.container.endpage492en_US
tuhh.type.rdmfalse-
openaire.rightsinfo:eu-repo/semantics/openAccessen_US
item.grantfulltextopen-
item.creatorOrcidPetersen, Tobias-
item.creatorOrcidKrahwinkel, Manuel-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.cerifentitytypePublications-
item.creatorGNDPetersen, Tobias-
item.creatorGNDKrahwinkel, Manuel-
item.openairetypeconferencePaper-
crisitem.author.deptInnovative Bauweisen und Baukonstruktion-
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