Dokumenttyp: Konferenzbeitrag
Titel: A numerical parametric study on the load carrying behavior under bending of honeycomb girders
Autor*in: Petersen, Tobias
Krahwinkel, Manuel 
Quellenangabe: Implementing Innovative Ideas in Structural Engineering Project Management : Proceedings of International Structural Engineering and Construction
Erscheinungsdatum: 2015
Freie Schlagwörter: Cold-formed; FEM; Thin-walled; Light gauge; Simulation; Steel sheet; Graduated mechanical fasteners
Zusammenfassung: 
A 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.
Sachgruppe (DDC): 624: Ingenieurbau und Umwelttechnik
HCU-Fachgebiet / Studiengang: Innovative Bauweisen und Baukonstruktion 
Seite von: 487
Seite bis: 492
Verlag: ISEC Press
ISBN: 978-0-9960437-1-7
Verlagslink (DOI): 10.14455/ISEC.res.2015.109
URN (Zitierlink): urn:nbn:de:gbv:1373-repos-9571
Direktlink: https://repos.hcu-hamburg.de/handle/hcu/753
Sprache: Englisch
Creative-Commons-Lizenz: https://creativecommons.org/licenses/by-nc-nd/4.0/
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