Laboratory Tests for Dynamic Ice-Structure Interaction.

The capabilities of the CRREL test basin to simulate dynamic ice-structure interaction with scale model tests cover the whole range of structures in question. For bottom-founded structure simulation, a test pile was designed so that its stiffness, natural frequencies and modes and damping could be v...

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Bibliographic Details
Main Author: Maattanen,Mauri P
Other Authors: OULU UNIV (FINLAND)*
Format: Text
Language:English
Published: 1979
Subjects:
Ice
Online Access:http://www.dtic.mil/docs/citations/ADA076213
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA076213
id ftdtic:ADA076213
record_format openpolar
spelling ftdtic:ADA076213 2023-05-15T16:37:12+02:00 Laboratory Tests for Dynamic Ice-Structure Interaction. Maattanen,Mauri P OULU UNIV (FINLAND)* 1979-09-20 text/html http://www.dtic.mil/docs/citations/ADA076213 http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA076213 en eng http://www.dtic.mil/docs/citations/ADA076213 APPROVED FOR PUBLIC RELEASE DTIC AND NTIS Snow Ice and Permafrost Test Facilities Equipment and Methods Mechanics *ICE *MODEL TESTS *DYNAMIC LOADS SIMULATION EQUATIONS OF MOTION INTERACTIONS LOADS(FORCES) ICE FORMATION COMPRESSIVE PROPERTIES COLD WEATHER TESTS PE61102A ASH57 Text 1979 ftdtic 2016-02-20T17:05:38Z The capabilities of the CRREL test basin to simulate dynamic ice-structure interaction with scale model tests cover the whole range of structures in question. For bottom-founded structure simulation, a test pile was designed so that its stiffness, natural frequencies and modes and damping could be varied. The ice movement against the pile was arranged to have constant acceleration in order to excite different modes with different ice velocities. The flexibility of drive system caused jerking ice movement with low velocities. Analysis of the recorded ice forces and acceleration include the refinement at measured ice forces by eliminating the response of the measuring system itself using dynamic equilibrium or transfer function approach. The frequency contents and the damping of vibrations are analysed using Fourier signal analyser. Scaling laws are discussed and it is observed that full similitude cannot be achieved for both ice interaction force and pile and ice vibrations. Results thus far show similitude with in-field ice force histograms: both random and saw-tooth like repetitious ice force fluctuations appear. The change from one interaction mode to the other with increasing drive velocities occurs. With high velocities relatively smooth random ice crushing occurs and in some cases natural modes are stable. The greatest energy content of ice forces does not always appear with the natural frequencies of structure. (Author) Text Ice permafrost Defense Technical Information Center: DTIC Technical Reports database
institution Open Polar
collection Defense Technical Information Center: DTIC Technical Reports database
op_collection_id ftdtic
language English
topic Snow
Ice and Permafrost
Test Facilities
Equipment and Methods
Mechanics
*ICE
*MODEL TESTS
*DYNAMIC LOADS
SIMULATION
EQUATIONS OF MOTION
INTERACTIONS
LOADS(FORCES)
ICE FORMATION
COMPRESSIVE PROPERTIES
COLD WEATHER TESTS
PE61102A
ASH57
spellingShingle Snow
Ice and Permafrost
Test Facilities
Equipment and Methods
Mechanics
*ICE
*MODEL TESTS
*DYNAMIC LOADS
SIMULATION
EQUATIONS OF MOTION
INTERACTIONS
LOADS(FORCES)
ICE FORMATION
COMPRESSIVE PROPERTIES
COLD WEATHER TESTS
PE61102A
ASH57
Maattanen,Mauri P
Laboratory Tests for Dynamic Ice-Structure Interaction.
topic_facet Snow
Ice and Permafrost
Test Facilities
Equipment and Methods
Mechanics
*ICE
*MODEL TESTS
*DYNAMIC LOADS
SIMULATION
EQUATIONS OF MOTION
INTERACTIONS
LOADS(FORCES)
ICE FORMATION
COMPRESSIVE PROPERTIES
COLD WEATHER TESTS
PE61102A
ASH57
description The capabilities of the CRREL test basin to simulate dynamic ice-structure interaction with scale model tests cover the whole range of structures in question. For bottom-founded structure simulation, a test pile was designed so that its stiffness, natural frequencies and modes and damping could be varied. The ice movement against the pile was arranged to have constant acceleration in order to excite different modes with different ice velocities. The flexibility of drive system caused jerking ice movement with low velocities. Analysis of the recorded ice forces and acceleration include the refinement at measured ice forces by eliminating the response of the measuring system itself using dynamic equilibrium or transfer function approach. The frequency contents and the damping of vibrations are analysed using Fourier signal analyser. Scaling laws are discussed and it is observed that full similitude cannot be achieved for both ice interaction force and pile and ice vibrations. Results thus far show similitude with in-field ice force histograms: both random and saw-tooth like repetitious ice force fluctuations appear. The change from one interaction mode to the other with increasing drive velocities occurs. With high velocities relatively smooth random ice crushing occurs and in some cases natural modes are stable. The greatest energy content of ice forces does not always appear with the natural frequencies of structure. (Author)
author2 OULU UNIV (FINLAND)*
format Text
author Maattanen,Mauri P
author_facet Maattanen,Mauri P
author_sort Maattanen,Mauri P
title Laboratory Tests for Dynamic Ice-Structure Interaction.
title_short Laboratory Tests for Dynamic Ice-Structure Interaction.
title_full Laboratory Tests for Dynamic Ice-Structure Interaction.
title_fullStr Laboratory Tests for Dynamic Ice-Structure Interaction.
title_full_unstemmed Laboratory Tests for Dynamic Ice-Structure Interaction.
title_sort laboratory tests for dynamic ice-structure interaction.
publishDate 1979
url http://www.dtic.mil/docs/citations/ADA076213
http://oai.dtic.mil/oai/oai?&verb=getRecord&metadataPrefix=html&identifier=ADA076213
genre Ice
permafrost
genre_facet Ice
permafrost
op_source DTIC AND NTIS
op_relation http://www.dtic.mil/docs/citations/ADA076213
op_rights APPROVED FOR PUBLIC RELEASE
_version_ 1766027496327741440