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Breaking wave kinematics, local pressures, and forces on a tripod support structure

Hildebrandt, Arndt; Schlurmann, Torsten (Reston : American Society of Civil Engineers, 2012)

This paper presents breaking wave loads on a tripod structure from physical model tests and numerical simulations. The large scale model tests (1:12) are described as well as the validation of the three dimensional numerical ...
Control of the diffusible hydrogen content in different steel phases through the targeted use of different welding consumables in underwater wet welding

Klett, Jan; Mattos, Isabel B.F.; Maier, Hans Jürgen; e Silva, Regis H.G.; Hassel, Thomas (Weinheim : Wiley-VCH, 2020)

Due to the rising number of offshore structures all over the world, underwater wet welding has become increasingly relevant, mainly as a repair method. Welding in direct contact with water involves numerous challenges. A ...
Dune migration and sand transport rates in tidal estuaries: The example of the river elbe

Zorndt, Anna; Wurpts, Andreas; Schlurmann, Torsten; Ohle, Nino; Strotmann, Thomas (Reston : American Society of Civil Engineers, 2010)

Large parts of the tidal estuary of river Elbe (Germany) are characterized by regular patterns of sand dunes. They are presumed to evolve due to complex sand transport mechanisms and show multi-faceted migration patterns. ...
The effect of marine growth and damage severity on the modal parameters of offshore wind turbine supporting structures: An experimental study

Jahjouh, Mahmoud (Neringa : JVE International Ltd., 2020)

This contribution investigates the effect of marine growth and damage severity on the modal parameters of a scaled experimental model of a monopile used in supporting offshore wind turbines. A quick glimpse of the literature ...
Fatigue behaviour of grouted connections at different ambient conditions and loading scenarios

Schaumann, Peter; Raba, Alexander; Bechtel, Anne (London : Elsevier Ltd., 2017)

Grouted connections are frequently used as structural detail of offshore wind turbines and platforms for the load transferring connection between piles and support structure. At latticed substructures this connection is ...
Wave loads and stability of new foundation structure for offshore wind turbines made of Ocean Brick System (OBS)

Pförtner, S.; Oumeraci, Hocine; Kudella, M.; Kortenhaus, A. (Reston : American Society of Civil Engineers, 2010)

The Ocean Brick System (OBS) is a modular system consisting of hollow concrete precast blocs (10m x 10m x 10m) piled up like cubes and interconnected to create a stiff, light and strong structure which can be used for ...

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Browsing by Subject "Offshore structures"

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