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Yayınlanmış 1 Ocak 2024 | Sürüm v1
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EXPERIMENTAL MODELLING OF WAVE-STRUCTURE-SOIL INTERACTION OF A FLOATING OFFSHORE WIND TURBINE AT LARGE SCALE

Oluşturanlar

  • 1. Tech Univ Carolo Wilhelmina Braunschweig, Leichtweiss Inst Hydraul Engn & Water Resources, Braunschweig, Germany
  • 2. Forschungszentrum Kuste, Merkurstr 11, Hannover, Germany
  • 3. WIKKI GmbH, Ziegelbergsweg 68, Wernigerode, Germany
  • 4. Istanbul Tech Univ, BM SUMER Consultancy & Res, ARI Teknokent 1,15 Sariyer, Istanbul, Turkiye
  • 5. Istanbul Tech Univ, TR-34485 Istanbul, Turkiye
  • 6. GICON GmbH, Tiergartenstr 48, Dresden, Germany
  • 7. Polish Acad Sci, Inst Hydroengn, Koscierska 7, Gdansk, Poland

Açıklama

The understanding of the wave-structure-soil interaction around marine structures is important in order to drive design decisions towards lean, yet resilient marine infrastructure. In particular, in the light of the increasing use of the marine envistructure-soil interaction becomes increasingly relevant. While most experimental studies on wave-structure-soil interaction are conducted at small to medium scale, this paper presents the initial results of an experimental test campaign on the wave-structure-soil interaction of a floating offshore ronment for renewable energy generation, analysis of the wave-structure-soil interaction becomes increasingly relevant. While most experimental studies on wave-structure-soil interaction are conducted at small to medium scale, this paper presents the initial results of an experimental test campaign on the wave-structure-soil interaction of a floating offshore wind turbine at large scale. The data of the period averaged pore pressure reveal a significant buildup of pore pressure beyond the onset of liquefaction, which can be attributed to the additional structural loading when comparing results to similar, isolated wave-soil interaction cases in the absence of a structure.

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