Flexure–shear interaction influence on curved, plate girder web longitudinal stiffener placement

Recent studies (Issa-El-Khoury, 2010; Issa-El-Khoury et al., 2015), demonstrated the beneficial influence that horizontal curvature could have with respect to longitudinal stiffener requirements for thin webs in bridge plate girders when those webs are subjected to pure bending. These studies showed...

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Veröffentlicht in:	Journal of constructional steel research 2016-04, Vol.120, p.25-32
Hauptverfasser:	Issa-El-Khoury, Gaby, Linzell, Daniel G., Geschwindner, Louis F.
Format:	Artikel
Sprache:	eng
Schlagworte:	Bending Curvature Curved Flexure Girder Longitudinal Mathematical analysis Plate girders Shear Stiffener Stiffeners Webs
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