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Use of adhesives in preloaded bolted connections for hot‐dip galvanised constructions

Autor(en): (Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany)
(Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany)
(Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany)
(Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany)
(Fraunhofer Institute for Manufacturing Technology and Advanced Materials IFAM Bremen Germany)
(Fraunhofer Institute for Manufacturing Technology and Advanced Materials IFAM Bremen Germany)
(University Rostock, Lehrstuhl für Fügetechnik Rostock Germany)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: ce/papers, , n. 3-4, v. 6
Seite(n): 1325-1331
DOI: 10.1002/cepa.2247
Abstrakt:

Fatigue loaded structures in steel construction, e. g. bridges and towers of wind turbines, are preferably executed with slip‐resistant connections since these connections are generally regarded as fatigue resistant. Nevertheless, the transferable shear loads are limited by the slip factor and the preload level in the bolts. With additionally applied adhesive on the friction surfaces, the so‐called preloaded hybrid connection is formed. The related increase in load capacity considering various manufacturing influences is presented in the following article.

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1002/cepa.2247.
  • Über diese
    Datenseite
  • Reference-ID
    10766931
  • Veröffentlicht am:
    17.04.2024
  • Geändert am:
    17.04.2024
 
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