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Load-bearing capacity of perforated trapezoidal sheeting

Misiek, Thomas; Saal, Helmut

Thin-walled perforated sheeting is used for sound absorption in buildings. The perforation may extend over the whole surface or only parts of the sheeting, e.g. webs. So far only reduction factors for the in-plane stiffness and the bending stiffness of fully perforated sheets with an equilateral triangular perforation pattern are included in EN 1993-1-3 and EN 1999-1-4. These factors only apply to perforation patterns in form of equilateral triangles, because of the isotropy assumed during derivation. Furthermore, the equations provide only information on stiffness and not on the stability behaviour of thin-walled components. The insufficient and misleading formulations of these regulations are overcome by the investigations presented here. Design rules for trapezoidal sheeting which are fully or partly perforated with equilateral triangular or square perforation patterns are given. The design rules take into account the beneficial effect of the post-buckling behaviour of the sheeting. They also cover web crippling at supports or under local loads.
Starting with the basic aspects of the load-bearing behaviour, the parameters required for capturing the influence of the perforation are defined and determined for the different perforation patterns. ... mehr

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Volltext §
DOI: 10.5445/IR/1000020017
Zitationen: 1
Cover der Publikation
Zugehörige Institution(en) am KIT Versuchsanstalt für Stahl, Holz und Steine (VAKA)
Publikationstyp Proceedingsbeitrag
Publikationsjahr 2010
Sprache Englisch
Identifikator ISBN: 978-85-285-0137-7
KITopen-ID: 1000020017
Erschienen in Proceedings of SDSS'Rio 2010 International Colloquium Stability and Ductility of Steel Structures, Rio de Janeiro, Brazil, September 8 - 10, 2010. Vol. 2. Ed.: E. Batista
Verlag Federal University Rio de Janeiro and State University
Seiten 993-1000
Nachgewiesen in Scopus
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