Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures
In Finite Element Analyses (FEA) of ice interactions with offshore structures, the constitutive material model for the behaviour of ice becomes a critical factor to accurately calculate maximum ice loads. Cracking activity is an integral part of the interaction process and it can be modelled using a...
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ftnrccanada:oai:cisti-icist.nrc-cnrc.ca:cistinparc:8895455 2023-05-15T14:21:33+02:00 Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures Derradji-Aouat, A. 2005 text https://nrc-publications.canada.ca/eng/view/ft/?id=50b02443-a35a-4fc4-84dc-c7b1c1ff99b9 https://nrc-publications.canada.ca/eng/view/object/?id=50b02443-a35a-4fc4-84dc-c7b1c1ff99b9 https://nrc-publications.canada.ca/fra/voir/objet/?id=50b02443-a35a-4fc4-84dc-c7b1c1ff99b9 unknown 18th International Conference on Port and Ocean Engineering Under Arctic Conditions [Proceedings], 18th International Conference on Port and Ocean Engineering Under Arctic Conditions, 26-30 June 2005, Potsdam, New York, Publication date: 2005 report_number:IR-2004-51 article 2005 ftnrccanada 2021-09-01T06:35:37Z In Finite Element Analyses (FEA) of ice interactions with offshore structures, the constitutive material model for the behaviour of ice becomes a critical factor to accurately calculate maximum ice loads. Cracking activity is an integral part of the interaction process and it can be modelled using a hybrid approach of constitutive modelling of ice behaviour and explicit numerical solution1. In this paper, a brief summary for the constitutive model, damage formulation, failure criterion, and numerical solution is presented. The subject of how both micro and macro cracks are modelled and used in the simulations of typical ice-structure interaction problems (and subsequently to calculate maximum ice loads) is discussed in the light of the results of two different examples. The 1st example is a numerical simulation of an ice sheet (100 by 60 by 0.5 m) impacting a large fixed concrete structure (120 by 40 by 40 m) in the Belle Isle Strait (BIS), Newfoundland, Canada. The 2nd second example, however, is a simulation of a cylindrical rigid indentor impacting an ice block (10 by 2 by 2 m) at high speed. The results from both examples are discussed in the light of the 'damage and fracture' formulation of the present constitutive model and failure criterion for ice. Conclusions and recommendations for future work are provided. Peer reviewed: Yes NRC publication: Yes Article in Journal/Newspaper Arctic Ice Sheet Newfoundland National Research Council Canada: NRC Publications Archive Belle Isle ENVELOPE(-55.357,-55.357,51.942,51.942) Canada |
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Open Polar |
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National Research Council Canada: NRC Publications Archive |
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ftnrccanada |
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description |
In Finite Element Analyses (FEA) of ice interactions with offshore structures, the constitutive material model for the behaviour of ice becomes a critical factor to accurately calculate maximum ice loads. Cracking activity is an integral part of the interaction process and it can be modelled using a hybrid approach of constitutive modelling of ice behaviour and explicit numerical solution1. In this paper, a brief summary for the constitutive model, damage formulation, failure criterion, and numerical solution is presented. The subject of how both micro and macro cracks are modelled and used in the simulations of typical ice-structure interaction problems (and subsequently to calculate maximum ice loads) is discussed in the light of the results of two different examples. The 1st example is a numerical simulation of an ice sheet (100 by 60 by 0.5 m) impacting a large fixed concrete structure (120 by 40 by 40 m) in the Belle Isle Strait (BIS), Newfoundland, Canada. The 2nd second example, however, is a simulation of a cylindrical rigid indentor impacting an ice block (10 by 2 by 2 m) at high speed. The results from both examples are discussed in the light of the 'damage and fracture' formulation of the present constitutive model and failure criterion for ice. Conclusions and recommendations for future work are provided. Peer reviewed: Yes NRC publication: Yes |
format |
Article in Journal/Newspaper |
author |
Derradji-Aouat, A. |
spellingShingle |
Derradji-Aouat, A. Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures |
author_facet |
Derradji-Aouat, A. |
author_sort |
Derradji-Aouat, A. |
title |
Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures |
title_short |
Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures |
title_full |
Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures |
title_fullStr |
Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures |
title_full_unstemmed |
Explicit FEA and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures |
title_sort |
explicit fea and constitutive modelling of damage and fracture on polycrystalline ice - simulations of ice loads on offshore structures |
publishDate |
2005 |
url |
https://nrc-publications.canada.ca/eng/view/ft/?id=50b02443-a35a-4fc4-84dc-c7b1c1ff99b9 https://nrc-publications.canada.ca/eng/view/object/?id=50b02443-a35a-4fc4-84dc-c7b1c1ff99b9 https://nrc-publications.canada.ca/fra/voir/objet/?id=50b02443-a35a-4fc4-84dc-c7b1c1ff99b9 |
long_lat |
ENVELOPE(-55.357,-55.357,51.942,51.942) |
geographic |
Belle Isle Canada |
geographic_facet |
Belle Isle Canada |
genre |
Arctic Ice Sheet Newfoundland |
genre_facet |
Arctic Ice Sheet Newfoundland |
op_relation |
18th International Conference on Port and Ocean Engineering Under Arctic Conditions [Proceedings], 18th International Conference on Port and Ocean Engineering Under Arctic Conditions, 26-30 June 2005, Potsdam, New York, Publication date: 2005 report_number:IR-2004-51 |
_version_ |
1766294249209331712 |