Details
Originalsprache | Englisch |
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Titel des Sammelwerks | Proceedings of the 29th International Ocean and Polar Engineering Conference |
Herausgeber/-innen | Jin S. Chung, Odd M. Akselsen, HyunWoo Jin, Hiroyasu Kawai, Yongwon Lee, Dmitri Matskevitch, Suak Ho Van, Decheng Wan, Alan M. Wang, Satoru Yamaguchi |
Herausgeber (Verlag) | International Society of Offshore and Polar Engineers |
Seiten | 276-282 |
Seitenumfang | 7 |
ISBN (Print) | 978-188065385-2 |
Publikationsstatus | Veröffentlicht - Juni 2019 |
Veranstaltung | 29th International Ocean and Polar Engineering Conference, ISOPE 2019 - Honolulu, USA / Vereinigte Staaten Dauer: 16 Juni 2019 → 21 Juni 2019 |
Publikationsreihe
Name | Proceedings of the International Offshore and Polar Engineering Conference |
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Band | 1 |
ISSN (Print) | 1098-6189 |
ISSN (elektronisch) | 1555-1792 |
Abstract
Relative movements, prior to and during the initial setting of the grout, are to be regarded as particularly critical for the structural soundness of grouted connections. Currently, the expected relative movement during grouting shall be limited to a maximum of 1 mm, whereby the behavior of the structure is based on ungrouted piles. However, it can be assumed that the grout contributes to the stiffness of the structure in a significant manner. In order to consider the grout-stiffness during the design process, methods for determining the development of grout-stiffness under the influence of early-age movement are required. The goal of the presented research was to develop such a method, which is based on rotational and oscillatory rheology and will be presented in the following.
ASJC Scopus Sachgebiete
- Energie (insg.)
- Energieanlagenbau und Kraftwerkstechnik
- Ingenieurwesen (insg.)
- Meerestechnik
- Ingenieurwesen (insg.)
- Maschinenbau
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Proceedings of the 29th International Ocean and Polar Engineering Conference. Hrsg. / Jin S. Chung; Odd M. Akselsen; HyunWoo Jin; Hiroyasu Kawai; Yongwon Lee; Dmitri Matskevitch; Suak Ho Van; Decheng Wan; Alan M. Wang; Satoru Yamaguchi. International Society of Offshore and Polar Engineers, 2019. S. 276-282 (Proceedings of the International Offshore and Polar Engineering Conference; Band 1).
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Early-age movement in grouted joints for offshore applications
T2 - 29th International Ocean and Polar Engineering Conference, ISOPE 2019
AU - Cotardo, Dario
AU - Haist, Michael
AU - Lohaus, Ludger
N1 - Funding information: The investigations were carried out within the research project GREAM. The research project (funding code: 0324257) is funded by the Federal Ministry for Economic Affairs and Energy (BMWi) and coordinated by the Project Management Jülich (PtJ). The research project is being carried out in cooperation with the Institute of Steel Construction (Leibniz Universität Hannover). Special thanks are directed to the material manufacture for providing the materials used. The investigations were carried out within the research project GREAM. The research project (funding code: 0324257) is funded by the Federal Ministry for Economic Affairs and Energy (BMWi) and coordinated by the Project Management Jülich (PtJ). The research project is being carried out in cooperation with the Institute of Steel Construction (Leibniz Universität Hannover). Special thanks are directed to the material manufacture for providing the materials used.
PY - 2019/6
Y1 - 2019/6
N2 - Relative movements, prior to and during the initial setting of the grout, are to be regarded as particularly critical for the structural soundness of grouted connections. Currently, the expected relative movement during grouting shall be limited to a maximum of 1 mm, whereby the behavior of the structure is based on ungrouted piles. However, it can be assumed that the grout contributes to the stiffness of the structure in a significant manner. In order to consider the grout-stiffness during the design process, methods for determining the development of grout-stiffness under the influence of early-age movement are required. The goal of the presented research was to develop such a method, which is based on rotational and oscillatory rheology and will be presented in the following.
AB - Relative movements, prior to and during the initial setting of the grout, are to be regarded as particularly critical for the structural soundness of grouted connections. Currently, the expected relative movement during grouting shall be limited to a maximum of 1 mm, whereby the behavior of the structure is based on ungrouted piles. However, it can be assumed that the grout contributes to the stiffness of the structure in a significant manner. In order to consider the grout-stiffness during the design process, methods for determining the development of grout-stiffness under the influence of early-age movement are required. The goal of the presented research was to develop such a method, which is based on rotational and oscillatory rheology and will be presented in the following.
KW - Cementitious grouts
KW - Development of grout-stiffness
KW - Early-age movement
KW - Grouted connections
KW - Offshore plants
KW - Rotational and oscillatory rheology
UR - http://www.scopus.com/inward/record.url?scp=85078820116&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85078820116
SN - 978-188065385-2
T3 - Proceedings of the International Offshore and Polar Engineering Conference
SP - 276
EP - 282
BT - Proceedings of the 29th International Ocean and Polar Engineering Conference
A2 - Chung, Jin S.
A2 - Akselsen, Odd M.
A2 - Jin, HyunWoo
A2 - Kawai, Hiroyasu
A2 - Lee, Yongwon
A2 - Matskevitch, Dmitri
A2 - Ho Van, Suak
A2 - Wan, Decheng
A2 - Wang, Alan M.
A2 - Yamaguchi, Satoru
PB - International Society of Offshore and Polar Engineers
Y2 - 16 June 2019 through 21 June 2019
ER -