2014
DOI: 10.1002/stab.201410215
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Überarbeitete Anlagen der Typenprüfungen für Trapezprofile – Erläuterungen und Hintergründe

Abstract: Als Reaktion auf die bauaufsichtliche Einführung der Eurocodes wurden die Anlageblätter der Typenprüfungen für Trapezprofile in Abstimmung zwischen den Aufstellern und Prüfämtern für Baustatik überarbeitet. Das Nachweiskonzept und die wesentlichen Nachweise blieben dabei trotz der sich daraus ergebenden geringfügigen Abweichungen von DIN EN 1993‐1‐3 gleich. Lediglich bei den Schubfeldnachweisen ergaben sich inhaltliche Änderungen, die auf neuere Entwicklungen im Nachweiskonzept und die unterschiedlichen Wünsch… Show more

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Cited by 3 publications
(3 citation statements)
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“…Interaction of local and global buckling has to be taken into account for (10) with (11) There are no defined verifications for the serviceability limit state in [3] or [4], but limiting the angle of shear deformation is suggested. If this is desired, calculation may be based on the shear stiffness…”
Section: The Bryan and Davies Approachmentioning
confidence: 99%
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“…Interaction of local and global buckling has to be taken into account for (10) with (11) There are no defined verifications for the serviceability limit state in [3] or [4], but limiting the angle of shear deformation is suggested. If this is desired, calculation may be based on the shear stiffness…”
Section: The Bryan and Davies Approachmentioning
confidence: 99%
“…The "combined approach", which basically goes back to Baehre and Wolfram [9], was first presented in [5]. Some more information about preparation for practical use can be found in [11]. As with the Bryan/Davies approach, the ultimate limit state is defined by local buckling of the plane cross-section elements of the sheeting panel or global buckling of the diaphragm.…”
Section: The "Combined Approach" 41 Basic Design Proceduresmentioning
confidence: 99%
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