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

Auteur(s): (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)
Médium: article de revue
Langue(s): anglais
Publié dans: ce/papers, , n. 3-4, v. 6
Page(s): 1325-1331
DOI: 10.1002/cepa.2247
Abstrait:

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 ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1002/cepa.2247.
  • Informations
    sur cette fiche
  • Reference-ID
    10766931
  • Publié(e) le:
    17.04.2024
  • Modifié(e) le:
    17.04.2024
 
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