Triantafyllidis, Theodoros ; Wichtmann, Torsten ; Chrisopoulos, Stylianos ; Zachert, Hauke (2016)
Prediction of long-term deformations of offshore wind power plant foundations using engineer-oriented models based on HCA.
26. International Ocean and Polar Engineering Conference 2016. Rhodos (26.06.2016-01.07.2016)
Konferenzveröffentlichung, Bibliographie
Kurzbeschreibung (Abstract)
The paper presents several engineer-oriented models based on the HCA model of Niemunis et al. (2005), dedicated to the prediction of long-term deformations of offshore wind power plant (OWPP) foundations caused by wind and wave action. A sub-layering model for shallow foundations under vertical cyclic loading and two different approaches (sub-layering model and stiffness degradation model) for monopile foundations subjected to a horizontal cyclic loading are presented. The results of these models are compared to the solution from complete 2D or 3D finite element simulations with the HCA model. Furthermore, the prediction is confronted with the prognosis of other engineer-oriented models proposed for OWPP foundations in the literature. Finally, a simplified procedure for the determination of the HCA material constants is briefly explained.
| Typ des Eintrags: | Konferenzveröffentlichung |
|---|---|
| Erschienen: | 2016 |
| Autor(en): | Triantafyllidis, Theodoros ; Wichtmann, Torsten ; Chrisopoulos, Stylianos ; Zachert, Hauke |
| Art des Eintrags: | Bibliographie |
| Titel: | Prediction of long-term deformations of offshore wind power plant foundations using engineer-oriented models based on HCA |
| Sprache: | Englisch |
| Publikationsjahr: | 18 Dezember 2016 |
| Ort: | Cupertino |
| Verlag: | International Society of Offshore and Polar Engineers (ISOPE) |
| Buchtitel: | The proceedings of the Twenty-Sixth (2016) International Ocean and Polar Engineering Conference |
| Veranstaltungstitel: | 26. International Ocean and Polar Engineering Conference 2016 |
| Veranstaltungsort: | Rhodos |
| Veranstaltungsdatum: | 26.06.2016-01.07.2016 |
| Zugehörige Links: | |
| Kurzbeschreibung (Abstract): | The paper presents several engineer-oriented models based on the HCA model of Niemunis et al. (2005), dedicated to the prediction of long-term deformations of offshore wind power plant (OWPP) foundations caused by wind and wave action. A sub-layering model for shallow foundations under vertical cyclic loading and two different approaches (sub-layering model and stiffness degradation model) for monopile foundations subjected to a horizontal cyclic loading are presented. The results of these models are compared to the solution from complete 2D or 3D finite element simulations with the HCA model. Furthermore, the prediction is confronted with the prognosis of other engineer-oriented models proposed for OWPP foundations in the literature. Finally, a simplified procedure for the determination of the HCA material constants is briefly explained. |
| Fachbereich(e)/-gebiet(e): | 13 Fachbereich Bau- und Umweltingenieurwissenschaften 13 Fachbereich Bau- und Umweltingenieurwissenschaften > Institut für Geotechnik |
| Hinterlegungsdatum: | 18 Dez 2020 11:27 |
| Letzte Änderung: | 18 Dez 2020 11:27 |
| PPN: | |
| Export: | |
| Suche nach Titel in: | TUfind oder in Google |
 |
Frage zum Eintrag |
Optionen (nur für Redakteure)
 |
Redaktionelle Details anzeigen |
Drucken
Impressum