Details
| Original language | English |
|---|---|
| Title of host publication | Numerical methods in geotechnical engineering IX |
| Subtitle of host publication | Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering |
| Editors | António S. Cardoso, José L. Borges, Pedro A. Costa, António T. Gomes, José C. Marques, Castorina S. Vieira |
| Volume | 2 |
| ISBN (electronic) | 9780429446924 |
| Publication status | Published - 28 Jun 2018 |
| Event | 9th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2018 - Porto, Portugal Duration: 25 Jun 2018 → 27 Jun 2018 |
Abstract
Large diameter monopiles are an established foundation type for Offshore Wind Energy Converters (OWECs), although the knowledge about the behavior of these piles under cyclic loading in particular is still not comprehensive. The so-called Stiffness Degradation Method (SDM) is a numerical scheme that enables the prediction of deformation accumulation of a pile-soil system under cyclic one-way loading, using finite element simulations in connection with results of cyclic laboratory tests. Using this method, comprehensive parametric studies were carried out in order to identify the main factors affecting the cyclic pile performance. From the results, a practicable scheme could be derived that enables the estimation of the degree of cyclic increase of the pile head deformation by means of an analytical approach that captures the main influencing parameters. Herein, first a measure of pile-soil system stiffness is determined. Then, dependent on this system stiffness measure and the relative load level, cyclic accumulation parameters can be read off from diagrams. The results of field tests on steel pipe piles conducted on an intermediate scale could be regarded for an evaluation of this scheme, which shows that the proposed novel way to assess the cyclic pile deformation behavior yields plausible results.
ASJC Scopus subject areas
- Mathematics(all)
- Numerical Analysis
- Earth and Planetary Sciences(all)
- Geotechnical Engineering and Engineering Geology
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Numerical methods in geotechnical engineering IX: Proceedings of the 9th European Conference on Numerical Methods in Geotechnical Engineering. ed. / António S. Cardoso; José L. Borges; Pedro A. Costa; António T. Gomes; José C. Marques; Castorina S. Vieira. Vol. 2 2018.
Research output: Chapter in book/report/conference proceeding › Conference contribution › Research › peer review
}
TY - GEN
T1 - Development and validation of a numerically derived scheme to assess the cyclic performance of offshore monopile foundations
AU - Albiker, J.
AU - Achmus, M.
N1 - Funding Information: The presented study was partly carried out in the scope of the research project “Ventus effi-ciens” funded by the Niedersachsen Vorab of the “VolkswagenStiftung”. The authors sincerely acknowledge the support of this project by the Ministry for Science and Culture of Lower Saxony. Publisher Copyright: © 2018 Taylor & Francis Group, London, UK. Copyright: Copyright 2019 Elsevier B.V., All rights reserved.
PY - 2018/6/28
Y1 - 2018/6/28
N2 - Large diameter monopiles are an established foundation type for Offshore Wind Energy Converters (OWECs), although the knowledge about the behavior of these piles under cyclic loading in particular is still not comprehensive. The so-called Stiffness Degradation Method (SDM) is a numerical scheme that enables the prediction of deformation accumulation of a pile-soil system under cyclic one-way loading, using finite element simulations in connection with results of cyclic laboratory tests. Using this method, comprehensive parametric studies were carried out in order to identify the main factors affecting the cyclic pile performance. From the results, a practicable scheme could be derived that enables the estimation of the degree of cyclic increase of the pile head deformation by means of an analytical approach that captures the main influencing parameters. Herein, first a measure of pile-soil system stiffness is determined. Then, dependent on this system stiffness measure and the relative load level, cyclic accumulation parameters can be read off from diagrams. The results of field tests on steel pipe piles conducted on an intermediate scale could be regarded for an evaluation of this scheme, which shows that the proposed novel way to assess the cyclic pile deformation behavior yields plausible results.
AB - Large diameter monopiles are an established foundation type for Offshore Wind Energy Converters (OWECs), although the knowledge about the behavior of these piles under cyclic loading in particular is still not comprehensive. The so-called Stiffness Degradation Method (SDM) is a numerical scheme that enables the prediction of deformation accumulation of a pile-soil system under cyclic one-way loading, using finite element simulations in connection with results of cyclic laboratory tests. Using this method, comprehensive parametric studies were carried out in order to identify the main factors affecting the cyclic pile performance. From the results, a practicable scheme could be derived that enables the estimation of the degree of cyclic increase of the pile head deformation by means of an analytical approach that captures the main influencing parameters. Herein, first a measure of pile-soil system stiffness is determined. Then, dependent on this system stiffness measure and the relative load level, cyclic accumulation parameters can be read off from diagrams. The results of field tests on steel pipe piles conducted on an intermediate scale could be regarded for an evaluation of this scheme, which shows that the proposed novel way to assess the cyclic pile deformation behavior yields plausible results.
UR - http://www.scopus.com/inward/record.url?scp=85061330550&partnerID=8YFLogxK
M3 - Conference contribution
SN - 9781138544468
VL - 2
BT - Numerical methods in geotechnical engineering IX
A2 - Cardoso, António S.
A2 - Borges, José L.
A2 - Costa, Pedro A.
A2 - Gomes, António T.
A2 - Marques, José C.
A2 - Vieira, Castorina S.
T2 - 9th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2018
Y2 - 25 June 2018 through 27 June 2018
ER -