Scale effects in the design of large diameter monopoles

Research output: Chapter in book/report/conference proceedingConference contributionResearchpeer review

Authors

  • M. Achmus
  • J. Albiker
  • P. Peralta
  • F. Tom Wörden
View graph of relations

Details

Original languageEnglish
Title of host publicationEuropean Wind Energy Conference and Exhibition 2011, EWEC 2011
Pages326-328
Number of pages3
Publication statusPublished - 2011
EventEuropean Wind Energy Conference and Exhibition 2011, EWEC 2011 - Brussels, Belgium
Duration: 14 Mar 201117 Mar 2011

Publication series

NameEuropean Wind Energy Conference and Exhibition 2011, EWEC 2011

Abstract

The monopile is an oftentimes used support structure for offshore wind energy converters (OWEC) of the multimegawatt class. It is a large diameter pile, which is considerably loaded by horizontal forces and bending moments. While for piles of small diameters the commonly used p-y-method yields accurate results, the procedure has shortcomings for larger diameter piles. This article describes investigations on this so-called diameter effect. Essentially, two recently developed procedures are examined, which are supposed to be advancements of the p-y-method. The applicability of these two procedures is discussed for different soil and pile characteristics. The investigations are based on comparative FE-calculations driven with the software ABAQUS. Capabilities, but also limits of applicability of the presented methods and still open questions concerning the behavior of horizontally loaded piles of large diameters are pointed out.

Keywords

    Diameter effect, Horizontal loading, Monopile, P-y-method

ASJC Scopus subject areas

Sustainable Development Goals

Cite this

Scale effects in the design of large diameter monopoles. / Achmus, M.; Albiker, J.; Peralta, P. et al.
European Wind Energy Conference and Exhibition 2011, EWEC 2011. 2011. p. 326-328 (European Wind Energy Conference and Exhibition 2011, EWEC 2011).

Research output: Chapter in book/report/conference proceedingConference contributionResearchpeer review

Achmus, M, Albiker, J, Peralta, P & Tom Wörden, F 2011, Scale effects in the design of large diameter monopoles. in European Wind Energy Conference and Exhibition 2011, EWEC 2011. European Wind Energy Conference and Exhibition 2011, EWEC 2011, pp. 326-328, European Wind Energy Conference and Exhibition 2011, EWEC 2011, Brussels, Belgium, 14 Mar 2011.
Achmus, M., Albiker, J., Peralta, P., & Tom Wörden, F. (2011). Scale effects in the design of large diameter monopoles. In European Wind Energy Conference and Exhibition 2011, EWEC 2011 (pp. 326-328). (European Wind Energy Conference and Exhibition 2011, EWEC 2011).
Achmus M, Albiker J, Peralta P, Tom Wörden F. Scale effects in the design of large diameter monopoles. In European Wind Energy Conference and Exhibition 2011, EWEC 2011. 2011. p. 326-328. (European Wind Energy Conference and Exhibition 2011, EWEC 2011).
Achmus, M. ; Albiker, J. ; Peralta, P. et al. / Scale effects in the design of large diameter monopoles. European Wind Energy Conference and Exhibition 2011, EWEC 2011. 2011. pp. 326-328 (European Wind Energy Conference and Exhibition 2011, EWEC 2011).
Download
@inproceedings{fa85bc1257054177a12aad552bbfb2ee,
title = "Scale effects in the design of large diameter monopoles",
abstract = "The monopile is an oftentimes used support structure for offshore wind energy converters (OWEC) of the multimegawatt class. It is a large diameter pile, which is considerably loaded by horizontal forces and bending moments. While for piles of small diameters the commonly used p-y-method yields accurate results, the procedure has shortcomings for larger diameter piles. This article describes investigations on this so-called diameter effect. Essentially, two recently developed procedures are examined, which are supposed to be advancements of the p-y-method. The applicability of these two procedures is discussed for different soil and pile characteristics. The investigations are based on comparative FE-calculations driven with the software ABAQUS. Capabilities, but also limits of applicability of the presented methods and still open questions concerning the behavior of horizontally loaded piles of large diameters are pointed out.",
keywords = "Diameter effect, Horizontal loading, Monopile, P-y-method",
author = "M. Achmus and J. Albiker and P. Peralta and {Tom W{\"o}rden}, F.",
year = "2011",
language = "English",
isbn = "9781618399915",
series = "European Wind Energy Conference and Exhibition 2011, EWEC 2011",
pages = "326--328",
booktitle = "European Wind Energy Conference and Exhibition 2011, EWEC 2011",
note = "European Wind Energy Conference and Exhibition 2011, EWEC 2011 ; Conference date: 14-03-2011 Through 17-03-2011",

}

Download

TY - GEN

T1 - Scale effects in the design of large diameter monopoles

AU - Achmus, M.

AU - Albiker, J.

AU - Peralta, P.

AU - Tom Wörden, F.

PY - 2011

Y1 - 2011

N2 - The monopile is an oftentimes used support structure for offshore wind energy converters (OWEC) of the multimegawatt class. It is a large diameter pile, which is considerably loaded by horizontal forces and bending moments. While for piles of small diameters the commonly used p-y-method yields accurate results, the procedure has shortcomings for larger diameter piles. This article describes investigations on this so-called diameter effect. Essentially, two recently developed procedures are examined, which are supposed to be advancements of the p-y-method. The applicability of these two procedures is discussed for different soil and pile characteristics. The investigations are based on comparative FE-calculations driven with the software ABAQUS. Capabilities, but also limits of applicability of the presented methods and still open questions concerning the behavior of horizontally loaded piles of large diameters are pointed out.

AB - The monopile is an oftentimes used support structure for offshore wind energy converters (OWEC) of the multimegawatt class. It is a large diameter pile, which is considerably loaded by horizontal forces and bending moments. While for piles of small diameters the commonly used p-y-method yields accurate results, the procedure has shortcomings for larger diameter piles. This article describes investigations on this so-called diameter effect. Essentially, two recently developed procedures are examined, which are supposed to be advancements of the p-y-method. The applicability of these two procedures is discussed for different soil and pile characteristics. The investigations are based on comparative FE-calculations driven with the software ABAQUS. Capabilities, but also limits of applicability of the presented methods and still open questions concerning the behavior of horizontally loaded piles of large diameters are pointed out.

KW - Diameter effect

KW - Horizontal loading

KW - Monopile

KW - P-y-method

UR - http://www.scopus.com/inward/record.url?scp=84870164404&partnerID=8YFLogxK

M3 - Conference contribution

AN - SCOPUS:84870164404

SN - 9781618399915

T3 - European Wind Energy Conference and Exhibition 2011, EWEC 2011

SP - 326

EP - 328

BT - European Wind Energy Conference and Exhibition 2011, EWEC 2011

T2 - European Wind Energy Conference and Exhibition 2011, EWEC 2011

Y2 - 14 March 2011 through 17 March 2011

ER -