An effective fluid model for the bending failure of level ice

In this paper, the efficacy of an effective fluid model (EFM) is studied for replicating the effects that hydrodynamics has on the interaction between level ice, modeled as a semi-infinite Kirchhoff-Love plate, and a downward sloping structure, modeled as a rigid and immobile body. The proposed EFM...

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Main Authors: Keijdener, C. (author), Hendrikse, H. (author), Metrikine, A. (author)
Format: Conference Object
Language:English
Published: 2019
Subjects:
Online Access:http://resolver.tudelft.nl/uuid:3b9572dd-090a-4d95-9ccb-e5d41edfa11a
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spelling fttudelft:oai:tudelft.nl:uuid:3b9572dd-090a-4d95-9ccb-e5d41edfa11a 2024-04-28T08:03:56+00:00 An effective fluid model for the bending failure of level ice Keijdener, C. (author) Hendrikse, H. (author) Metrikine, A. (author) 2019 http://resolver.tudelft.nl/uuid:3b9572dd-090a-4d95-9ccb-e5d41edfa11a en eng http://www.scopus.com/inward/record.url?scp=85070825686&partnerID=8YFLogxK POAC 2019 - 25th International Conference on Port and Ocean Engineering under Arctic Conditions--9780000000002 25th International Conference on Port and Ocean engineering under Arctic Conditions--763cfdc6-4912-4ea8-bf78-572dde494fde http://resolver.tudelft.nl/uuid:3b9572dd-090a-4d95-9ccb-e5d41edfa11a © 2019 C. Keijdener, H. Hendrikse, A. Metrikine Bending failure Effective fluid modeling Hydrodynamics Ice-slope interaction conference paper 2019 fttudelft 2024-04-09T23:52:51Z In this paper, the efficacy of an effective fluid model (EFM) is studied for replicating the effects that hydrodynamics has on the interaction between level ice, modeled as a semi-infinite Kirchhoff-Love plate, and a downward sloping structure, modeled as a rigid and immobile body. The proposed EFM is based on a distributed frequency-independent added mass and damping coefficient, as well as a damper located at the point of contact with the structure. The optimal value of the three coefficients of the EFM is obtained by minimizing the error of the predicted breaking length and maximum contact force over a range of ice velocities when compared to a true hydrodynamics ISI model that is based on incompressible potential flow. The resulting effective hydrodynamic ISI model has greatly improved performance compared to an ISI model that only accounts for hydrostatics, even when the parameters of the system are changed. Moreover, it is much easier to implement and has significantly faster calculation times than the true hydrodynamic ISI model. Offshore Engineering Engineering Structures Conference Object Arctic Delft University of Technology: Institutional Repository
institution Open Polar
collection Delft University of Technology: Institutional Repository
op_collection_id fttudelft
language English
topic Bending failure
Effective fluid modeling
Hydrodynamics
Ice-slope interaction
spellingShingle Bending failure
Effective fluid modeling
Hydrodynamics
Ice-slope interaction
Keijdener, C. (author)
Hendrikse, H. (author)
Metrikine, A. (author)
An effective fluid model for the bending failure of level ice
topic_facet Bending failure
Effective fluid modeling
Hydrodynamics
Ice-slope interaction
description In this paper, the efficacy of an effective fluid model (EFM) is studied for replicating the effects that hydrodynamics has on the interaction between level ice, modeled as a semi-infinite Kirchhoff-Love plate, and a downward sloping structure, modeled as a rigid and immobile body. The proposed EFM is based on a distributed frequency-independent added mass and damping coefficient, as well as a damper located at the point of contact with the structure. The optimal value of the three coefficients of the EFM is obtained by minimizing the error of the predicted breaking length and maximum contact force over a range of ice velocities when compared to a true hydrodynamics ISI model that is based on incompressible potential flow. The resulting effective hydrodynamic ISI model has greatly improved performance compared to an ISI model that only accounts for hydrostatics, even when the parameters of the system are changed. Moreover, it is much easier to implement and has significantly faster calculation times than the true hydrodynamic ISI model. Offshore Engineering Engineering Structures
format Conference Object
author Keijdener, C. (author)
Hendrikse, H. (author)
Metrikine, A. (author)
author_facet Keijdener, C. (author)
Hendrikse, H. (author)
Metrikine, A. (author)
author_sort Keijdener, C. (author)
title An effective fluid model for the bending failure of level ice
title_short An effective fluid model for the bending failure of level ice
title_full An effective fluid model for the bending failure of level ice
title_fullStr An effective fluid model for the bending failure of level ice
title_full_unstemmed An effective fluid model for the bending failure of level ice
title_sort effective fluid model for the bending failure of level ice
publishDate 2019
url http://resolver.tudelft.nl/uuid:3b9572dd-090a-4d95-9ccb-e5d41edfa11a
genre Arctic
genre_facet Arctic
op_relation http://www.scopus.com/inward/record.url?scp=85070825686&partnerID=8YFLogxK
POAC 2019 - 25th International Conference on Port and Ocean Engineering under Arctic Conditions--9780000000002
25th International Conference on Port and Ocean engineering under Arctic Conditions--763cfdc6-4912-4ea8-bf78-572dde494fde
http://resolver.tudelft.nl/uuid:3b9572dd-090a-4d95-9ccb-e5d41edfa11a
op_rights © 2019 C. Keijdener, H. Hendrikse, A. Metrikine
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