Details
| Original language | English |
|---|---|
| Title of host publication | Proceedings of The Seventeenth 2007 International Offshore and Polar Engineering Conference, ISOPE 2007 |
| Pages | 340-347 |
| Number of pages | 8 |
| Publication status | Published - 2007 |
| Event | 17th 2007 International Offshore and Polar Engineering Conference, ISOPE 2007 - Lisbon, Portugal Duration: 1 Jul 2007 → 6 Jul 2007 |
Publication series
| Name | Proceedings of the International Offshore and Polar Engineering Conference |
|---|---|
| ISSN (Print) | 1098-6189 |
| ISSN (electronic) | 1555-1792 |
Abstract
This paper deals with the design of grouted joint connections of monopile support structures for offshore wind energy converters. Large scale tests performed in an ongoing research project are described and analyzed. The tests as well as the presented paper focus on the fatigue assessment of the structure. Appropriate finite element modeling is shortly discussed. Finally a method for the fatigue design of both the steel and the concrete part of the connection is proposed and the results are compared to the large scale tests.
Keywords
- Fatigue, Grouted joint, High performance concrete, Monopile, Offshore wind energy, Tubular section
ASJC Scopus subject areas
- Energy(all)
- Energy Engineering and Power Technology
- Engineering(all)
- Ocean Engineering
- Engineering(all)
- Mechanical Engineering
Cite this
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Proceedings of The Seventeenth 2007 International Offshore and Polar Engineering Conference, ISOPE 2007. 2007. p. 340-347 (Proceedings of the International Offshore and Polar Engineering Conference).
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Design of large diameter hybrid connections grouted with high performance concrete
AU - Schaumann, Peter
AU - Wilke, Fabian
PY - 2007
Y1 - 2007
N2 - This paper deals with the design of grouted joint connections of monopile support structures for offshore wind energy converters. Large scale tests performed in an ongoing research project are described and analyzed. The tests as well as the presented paper focus on the fatigue assessment of the structure. Appropriate finite element modeling is shortly discussed. Finally a method for the fatigue design of both the steel and the concrete part of the connection is proposed and the results are compared to the large scale tests.
AB - This paper deals with the design of grouted joint connections of monopile support structures for offshore wind energy converters. Large scale tests performed in an ongoing research project are described and analyzed. The tests as well as the presented paper focus on the fatigue assessment of the structure. Appropriate finite element modeling is shortly discussed. Finally a method for the fatigue design of both the steel and the concrete part of the connection is proposed and the results are compared to the large scale tests.
KW - Fatigue
KW - Grouted joint
KW - High performance concrete
KW - Monopile
KW - Offshore wind energy
KW - Tubular section
UR - http://www.scopus.com/inward/record.url?scp=36448946875&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:36448946875
SN - 1880653680
SN - 9781880653685
T3 - Proceedings of the International Offshore and Polar Engineering Conference
SP - 340
EP - 347
BT - Proceedings of The Seventeenth 2007 International Offshore and Polar Engineering Conference, ISOPE 2007
T2 - 17th 2007 International Offshore and Polar Engineering Conference, ISOPE 2007
Y2 - 1 July 2007 through 6 July 2007
ER -