0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Large-scale load carrying capacity test of curved steel box girders with/without horizontal stiffeners subjected to bending

Large-scale load carrying capacity test of curved steel box girders with/without horizontal stiffeners subjected to bending
Autor(en): , , ,
Beitrag für IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021, veröffentlicht in , S. 852-859
DOI: 10.2749/ghent.2021.0852
Preis: € 25,00 inkl. MwSt. als PDF-Dokument  
ZUM EINKAUFSWAGEN HINZUFÜGEN
Vorschau herunterladen (PDF-Datei) 0.19 MB

Due to the girder curvature, automatic welding robots cannot be applied to welding of horizontal stiffeners to the girder web in the fabrication of curved steel box girder bridges, which increases ...
Weiterlesen

Bibliografische Angaben

Autor(en): (Department of Civil Engineering, Osaka City University, Osaka, Japan)
(Department of Civil Engineering, Osaka City University, Osaka, Japan)
(JFE Engineering Corporation, Tokyo, Japan)
(JFE Engineering Corporation, Tokyo, Japan)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021
Veröffentlicht in:
Seite(n): 852-859 Anzahl der Seiten (im PDF): 8
Seite(n): 852-859
Anzahl der Seiten (im PDF): 8
DOI: 10.2749/ghent.2021.0852
Abstrakt:

Due to the girder curvature, automatic welding robots cannot be applied to welding of horizontal stiffeners to the girder web in the fabrication of curved steel box girder bridges, which increases the manufacturing costs. Therefore, elimination or reduction of the number of horizontal stiffeners without increasing the web thickness is desirable. In the present study, ultimate load carrying capacity test has been carried out and the failure process was verified in order to evaluate the mechanical effects of horizontal stiffeners on the ultimate load carrying capacity. From the experimental results, it was found that, even in case the horizontal stiffeners are eliminated, the ultimate load carrying capacity decrease is much smaller than the decrease of the bending buckling strength of the web panel specified in the general design code. Furthermore, it was concluded that the compression flange of box girders restrains bending buckling of the web panel.
Stichwörter:
Versagensprozess Belastungsversuch
Copyright: © 2021 International Association for Bridge and Structural Engineering (IABSE)
Lizenz:

Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden.