Grouted joints for offshore wind turbine jackets under full reversal axially loading conditions

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autoren

  • Peter Schaumann
  • Anne Bechtel
  • Stephan Lochte-Holtgreven

Organisationseinheiten

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Details

OriginalspracheEnglisch
Titel des SammelwerksProceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013
Seiten173-180
Seitenumfang8
PublikationsstatusVeröffentlicht - 2013
Veranstaltung23rd International Offshore and Polar Engineering Conference, ISOPE 2013 - Anchorage, AK, USA / Vereinigte Staaten
Dauer: 30 Juni 20135 Juli 2013

Publikationsreihe

NameProceedings of the International Offshore and Polar Engineering Conference
ISSN (Print)1098-6189
ISSN (elektronisch)1555-1792

Abstract

This paper presents experimental and numerical investigations on grouted connections for jacket and tripod substructures in offshore wind turbines under full reversal axially loading conditions. Within the national funded research project "GROWup - Grouted joints for offshore wind energy converters under reversed axial loadings and upscaled thicknesses" experimental investigations on reversal axially loaded grouted joints are going to be carried out. A new material model was established and implemented in finite element software to consider the fatigue behaviour of fully reversal axial loaded grouted joints with large grout thicknesses. The model and relating numerical and experimental investigations are presented in the paper considering boundary conditions and material properties appropriate for grouted joints in latticed structures.

ASJC Scopus Sachgebiete

Zitieren

Grouted joints for offshore wind turbine jackets under full reversal axially loading conditions. / Schaumann, Peter; Bechtel, Anne; Lochte-Holtgreven, Stephan.
Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013. 2013. S. 173-180 (Proceedings of the International Offshore and Polar Engineering Conference).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Schaumann, P, Bechtel, A & Lochte-Holtgreven, S 2013, Grouted joints for offshore wind turbine jackets under full reversal axially loading conditions. in Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013. Proceedings of the International Offshore and Polar Engineering Conference, S. 173-180, 23rd International Offshore and Polar Engineering Conference, ISOPE 2013, Anchorage, AK, USA / Vereinigte Staaten, 30 Juni 2013.
Schaumann, P., Bechtel, A., & Lochte-Holtgreven, S. (2013). Grouted joints for offshore wind turbine jackets under full reversal axially loading conditions. In Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013 (S. 173-180). (Proceedings of the International Offshore and Polar Engineering Conference).
Schaumann P, Bechtel A, Lochte-Holtgreven S. Grouted joints for offshore wind turbine jackets under full reversal axially loading conditions. in Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013. 2013. S. 173-180. (Proceedings of the International Offshore and Polar Engineering Conference).
Schaumann, Peter ; Bechtel, Anne ; Lochte-Holtgreven, Stephan. / Grouted joints for offshore wind turbine jackets under full reversal axially loading conditions. Proceedings of the 23rd International Offshore and Polar Engineering Conference, ISOPE 2013. 2013. S. 173-180 (Proceedings of the International Offshore and Polar Engineering Conference).
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abstract = "This paper presents experimental and numerical investigations on grouted connections for jacket and tripod substructures in offshore wind turbines under full reversal axially loading conditions. Within the national funded research project {"}GROWup - Grouted joints for offshore wind energy converters under reversed axial loadings and upscaled thicknesses{"} experimental investigations on reversal axially loaded grouted joints are going to be carried out. A new material model was established and implemented in finite element software to consider the fatigue behaviour of fully reversal axial loaded grouted joints with large grout thicknesses. The model and relating numerical and experimental investigations are presented in the paper considering boundary conditions and material properties appropriate for grouted joints in latticed structures.",
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N2 - This paper presents experimental and numerical investigations on grouted connections for jacket and tripod substructures in offshore wind turbines under full reversal axially loading conditions. Within the national funded research project "GROWup - Grouted joints for offshore wind energy converters under reversed axial loadings and upscaled thicknesses" experimental investigations on reversal axially loaded grouted joints are going to be carried out. A new material model was established and implemented in finite element software to consider the fatigue behaviour of fully reversal axial loaded grouted joints with large grout thicknesses. The model and relating numerical and experimental investigations are presented in the paper considering boundary conditions and material properties appropriate for grouted joints in latticed structures.

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