Fatigue behaviour of grouted connections at different ambient conditions and loading scenarios

Research output: Contribution to journalConference articleResearchpeer review

Authors

  • Peter Schaumann
  • Alexander Raba
  • Anne Bechtel

Research Organisations

External Research Organisations

  • wpd offshore solutions GmbH
View graph of relations

Details

Original languageEnglish
Pages (from-to)196-203
Number of pages8
JournalEnergy Procedia
Volume137
Publication statusPublished - Oct 2017
Event14th Deep Sea Offshore Wind R and D Conference, EERA DeepWind 2017 - Trondheim, Norway
Duration: 18 Jan 201720 Jan 2017

Abstract

Grouted connections are frequently used as structural detail of offshore wind turbines and platforms for the load transferring connection between piles and support structure. At latticed substructures this connection is commonly located at mudline. However, a potential influence of the surrounding water on the connection's fatigue behaviour was neglected in earlier tests and consequential design methods. Herein described experimental investigations at small and large-scale fatigue tests in submerged conditions showed a significant reduction of endurable load cycles. In addition, the water impact caused varied damage mechanism in the connection.

Keywords

    fatigue, grouted connection, offshore platform, offshore wind energy, water impact

ASJC Scopus subject areas

Cite this

Fatigue behaviour of grouted connections at different ambient conditions and loading scenarios. / Schaumann, Peter; Raba, Alexander; Bechtel, Anne.
In: Energy Procedia, Vol. 137, 10.2017, p. 196-203.

Research output: Contribution to journalConference articleResearchpeer review

Schaumann P, Raba A, Bechtel A. Fatigue behaviour of grouted connections at different ambient conditions and loading scenarios. Energy Procedia. 2017 Oct;137:196-203. doi: 10.1016/j.egypro.2017.10.373
Schaumann, Peter ; Raba, Alexander ; Bechtel, Anne. / Fatigue behaviour of grouted connections at different ambient conditions and loading scenarios. In: Energy Procedia. 2017 ; Vol. 137. pp. 196-203.
Download
@article{5d768230aa54439a801366831da2009a,
title = "Fatigue behaviour of grouted connections at different ambient conditions and loading scenarios",
abstract = "Grouted connections are frequently used as structural detail of offshore wind turbines and platforms for the load transferring connection between piles and support structure. At latticed substructures this connection is commonly located at mudline. However, a potential influence of the surrounding water on the connection's fatigue behaviour was neglected in earlier tests and consequential design methods. Herein described experimental investigations at small and large-scale fatigue tests in submerged conditions showed a significant reduction of endurable load cycles. In addition, the water impact caused varied damage mechanism in the connection.",
keywords = "fatigue, grouted connection, offshore platform, offshore wind energy, water impact",
author = "Peter Schaumann and Alexander Raba and Anne Bechtel",
note = "Funding Information: The presented results are achieved within the research project OWGR{\textquoteleft}up{\textquoteright} funded by the Geranm Federal Ministry Funding Information: for Economic Affairs and Energy (BMWi, funding sign: 0325290). The research partners are Institute for Steel Construction and Institute of Building Materials Science, both at Leibniz Universit{\"a}t Hannover, Germany. The authors thank the BMWi for funding and all accompanying industry project partners (DNV GL, Senvion SE, Siemens Wind Power, Wilke & Schiele Consulting GmbH, Bilfinger Marine & Offshore Systems GmbH) for their support. In addition the authors thank the material manufacturers for their support. Concluding thanks goes to Prof. Lohaus and his team from the Institute for Building Materials Science for the excellent project collaboration. Publisher Copyright: {\textcopyright} 2017 The Author(s). Copyright: Copyright 2018 Elsevier B.V., All rights reserved.; 14th Deep Sea Offshore Wind R and D Conference, EERA DeepWind 2017 ; Conference date: 18-01-2017 Through 20-01-2017",
year = "2017",
month = oct,
doi = "10.1016/j.egypro.2017.10.373",
language = "English",
volume = "137",
pages = "196--203",

}

Download

TY - JOUR

T1 - Fatigue behaviour of grouted connections at different ambient conditions and loading scenarios

AU - Schaumann, Peter

AU - Raba, Alexander

AU - Bechtel, Anne

N1 - Funding Information: The presented results are achieved within the research project OWGR‘up’ funded by the Geranm Federal Ministry Funding Information: for Economic Affairs and Energy (BMWi, funding sign: 0325290). The research partners are Institute for Steel Construction and Institute of Building Materials Science, both at Leibniz Universität Hannover, Germany. The authors thank the BMWi for funding and all accompanying industry project partners (DNV GL, Senvion SE, Siemens Wind Power, Wilke & Schiele Consulting GmbH, Bilfinger Marine & Offshore Systems GmbH) for their support. In addition the authors thank the material manufacturers for their support. Concluding thanks goes to Prof. Lohaus and his team from the Institute for Building Materials Science for the excellent project collaboration. Publisher Copyright: © 2017 The Author(s). Copyright: Copyright 2018 Elsevier B.V., All rights reserved.

PY - 2017/10

Y1 - 2017/10

N2 - Grouted connections are frequently used as structural detail of offshore wind turbines and platforms for the load transferring connection between piles and support structure. At latticed substructures this connection is commonly located at mudline. However, a potential influence of the surrounding water on the connection's fatigue behaviour was neglected in earlier tests and consequential design methods. Herein described experimental investigations at small and large-scale fatigue tests in submerged conditions showed a significant reduction of endurable load cycles. In addition, the water impact caused varied damage mechanism in the connection.

AB - Grouted connections are frequently used as structural detail of offshore wind turbines and platforms for the load transferring connection between piles and support structure. At latticed substructures this connection is commonly located at mudline. However, a potential influence of the surrounding water on the connection's fatigue behaviour was neglected in earlier tests and consequential design methods. Herein described experimental investigations at small and large-scale fatigue tests in submerged conditions showed a significant reduction of endurable load cycles. In addition, the water impact caused varied damage mechanism in the connection.

KW - fatigue

KW - grouted connection

KW - offshore platform

KW - offshore wind energy

KW - water impact

UR - http://www.scopus.com/inward/record.url?scp=85040309617&partnerID=8YFLogxK

U2 - 10.1016/j.egypro.2017.10.373

DO - 10.1016/j.egypro.2017.10.373

M3 - Conference article

AN - SCOPUS:85040309617

VL - 137

SP - 196

EP - 203

JO - Energy Procedia

JF - Energy Procedia

SN - 1876-6102

T2 - 14th Deep Sea Offshore Wind R and D Conference, EERA DeepWind 2017

Y2 - 18 January 2017 through 20 January 2017

ER -