Use of adhesives in preloaded bolted connections for hot‐dip galvanised constructions
| Author(s): |
Justus Mantik
(Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany)
Ralf Glienke (Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany) Christian Denkert (Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany) Maik Dörre (Fraunhofer Institute for Large Structures in Production Engineering IGP Rostock Germany) Till Vallée (Fraunhofer Institute for Manufacturing Technology and Advanced Materials IFAM Bremen Germany) Holger Fricke (Fraunhofer Institute for Manufacturing Technology and Advanced Materials IFAM Bremen Germany) Knuth‐Michael Henkel (University Rostock, Lehrstuhl für Fügetechnik Rostock Germany) |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | ce/papers, September 2023, n. 3-4, v. 6 |
| Page(s): | 1325-1331 |
| DOI: | 10.1002/cepa.2247 |
| Abstract: |
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. |
- About this
data sheet - Reference-ID
10766931 - Published on:
17/04/2024 - Last updated on:
17/04/2024
Structurae cooperates with
