Spallation-based numerical simulations of ice-induced vibration of structures
A full-scale 3D numerical simulation model of ice-induced vibration of structures has been developed (using LS-Dyna™) and applied to the Molikpaq facility for an ice-encroachment event similar to that which occurred on May 12, 1986 in the Beaufort Sea. The bulk ice sheet used for the simulations had...
| Published in: | Cold Regions Science and Technology |
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| Main Author: | |
| Format: | Article in Journal/Newspaper |
| Language: | English |
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Elsevier
2021
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| Online Access: | https://doi.org/10.1016/j.coldregions.2021.103465 https://nrc-publications.canada.ca/eng/view/object/?id=c7973bde-641e-4b51-abcf-6ae327085d1e https://nrc-publications.canada.ca/fra/voir/objet/?id=c7973bde-641e-4b51-abcf-6ae327085d1e |
| Summary: | A full-scale 3D numerical simulation model of ice-induced vibration of structures has been developed (using LS-Dyna™) and applied to the Molikpaq facility for an ice-encroachment event similar to that which occurred on May 12, 1986 in the Beaufort Sea. The bulk ice sheet used for the simulations had elastic properties, and its dimensions were 6 km × 6 km × 2.5 m. Where ice crushing occurred at the structure-ice interface the ice model used was a crushable foam that incorporated regular spallation events. Typical characteristics of ice-crushing in the brittle regime were manifested by the model. That is, a narrow horizontal hard zone (relatively-intact high-interface-pressure ice) was present in the mid-height region of the ice-edge contact area. Soft-zone material (shattered spall debris from the hard zone) was also represented. Evolution of the hard-zone contact area involved rapid reductions in size during spallation events, immediately followed by fast growth during consequent elastic surging of the near-field ice sheet and structure towards each other, and then some slower growth (due to the bulk ice-sheet velocity) until the next spalling event. The specified ‘thickness’ of the spalls was 5.4 cm, as previously determined from Molikpaq records of the frequency of the spalling events as a function of ice-sheet speed. Spallation (and associated rapid drops in load) occurred at regular intervals whenever a critical amount of hard-zone stress was reached at the ice-structure interface. The amplitude of the Molikpaq repetitive movements in response to the sawtooth loading from the spalling events depended on whether the resonant frequency of the structure/ice system was higher (for a strong response) or lower (for a weak response) than the spalling frequency, where the spalling frequency is directly proportional to the ice-sheet speed. The continuously variable resonant frequency of the structure/ice system had a maximal limiting value (~ 2.1 Hz), designated as the At-Spallation-Resonant-Frequency (ASRF), that was essentially determined by the time duration of load drops at spallation events. The simulations inherently accounted for the variable effective mass and effective spring constant of the ice sheet. Peer reviewed: Yes NRC publication: Yes |
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