Details
| Translated title of the contribution | Water-induced damage mechanisms of cyclically loaded High-performance concretes |
|---|---|
| Original language | German |
| Pages (from-to) | 126-132 |
| Number of pages | 7 |
| Journal | Bauingenieur |
| Volume | 95 |
| Issue number | 4 |
| Publication status | Published - 2020 |
Abstract
The behaviour of high performance concrete under water is of high relevance for the longterm and sustainable use of offshore wind power systems. In this contributi-on, a theoretical and numerical simulation model will be developed that allows the analysis of damage and fracture behaviour at microstructural level for dry and wet high performance concrete. In this analysis, especially fatigue behavior plays an important role due to the cyclic loading of the offshore structures. It could be shown that the developed simulation tools can predict the behavior of dry and wet concrete and compare well with experimental results. Hence this methodology can be employed for the design and construction of offshore concrete structures.
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
- Engineering(all)
- Building and Construction
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In: Bauingenieur, Vol. 95, No. 4, 2020, p. 126-132.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Wasserinduzierte Schädigungsmechanismen zyklisch beanspruchter Hochleistungsbetone
AU - Wriggers, Peter
AU - Aldakheel, Fadi
AU - Lohaus, Ludger
AU - Haist, Michael
N1 - Publisher Copyright: © 2020, VDI Fachmedien GmBbH & Co. KG Unternehmen fur Fachinformationen. All rights reserved.
PY - 2020
Y1 - 2020
N2 - The behaviour of high performance concrete under water is of high relevance for the longterm and sustainable use of offshore wind power systems. In this contributi-on, a theoretical and numerical simulation model will be developed that allows the analysis of damage and fracture behaviour at microstructural level for dry and wet high performance concrete. In this analysis, especially fatigue behavior plays an important role due to the cyclic loading of the offshore structures. It could be shown that the developed simulation tools can predict the behavior of dry and wet concrete and compare well with experimental results. Hence this methodology can be employed for the design and construction of offshore concrete structures.
AB - The behaviour of high performance concrete under water is of high relevance for the longterm and sustainable use of offshore wind power systems. In this contributi-on, a theoretical and numerical simulation model will be developed that allows the analysis of damage and fracture behaviour at microstructural level for dry and wet high performance concrete. In this analysis, especially fatigue behavior plays an important role due to the cyclic loading of the offshore structures. It could be shown that the developed simulation tools can predict the behavior of dry and wet concrete and compare well with experimental results. Hence this methodology can be employed for the design and construction of offshore concrete structures.
UR - http://www.scopus.com/inward/record.url?scp=85086086210&partnerID=8YFLogxK
U2 - 10.37544/0005-6650-2020-04-56
DO - 10.37544/0005-6650-2020-04-56
M3 - Artikel
AN - SCOPUS:85086086210
VL - 95
SP - 126
EP - 132
JO - Bauingenieur
JF - Bauingenieur
SN - 0005-6650
IS - 4
ER -