Modeling Coulombic failure of sea ice with leads

Sea ice failure under low-confinement compression is modeled with a linear Coulombic criterion that can describe either fractural failure or frictional granular yield along slip lines. To study the effect of anisotropy we consider a simplified anisotropic sea ice model where the sea ice thickness de...

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Main Authors: Wilchinsky, AV, Feltham, DL
Format: Article in Journal/Newspaper
Language:unknown
Published: AMER GEOPHYSICAL UNION 2011
Subjects:
Online Access:http://discovery.ucl.ac.uk/1323227/
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author Wilchinsky, AV
Feltham, DL
author_facet Wilchinsky, AV
Feltham, DL
author_sort Wilchinsky, AV
collection University College London: UCL Discovery
description Sea ice failure under low-confinement compression is modeled with a linear Coulombic criterion that can describe either fractural failure or frictional granular yield along slip lines. To study the effect of anisotropy we consider a simplified anisotropic sea ice model where the sea ice thickness depends on orientation. Accommodation of arbitrary deformation requires failure along at least two intersecting slip lines, which are determined by finding two maxima of the yield criterion. Due to the anisotropy these slip lines generally differ from the standard, Coulombic slip lines that are symmetrically positioned around the compression direction, and therefore different tractions along these slip lines give rise to a nonsymmetric stress tensor. We assume that the skewsymmetric part of this tensor is counterbalanced by an additional elastic stress in the sea ice field that suppresses floe spin. We consider the case of two leads initially formed in an isotropic ice cover under compression, and address the question of whether these leads will remain active or new slip lines will form under a rotation of the principal compression direction. Decoupled and coupled models of leads are considered and it is shown that for this particular case they both predict lead reactivation in almost the same way. The coupled model must, however, be used in determining the stress as the decoupled model does not resolve the stress asymmetry properly when failure occurs in one lead and at a new slip line.
format Article in Journal/Newspaper
genre Sea ice
genre_facet Sea ice
id ftucl:oai:eprints.ucl.ac.uk.OAI2:1323227
institution Open Polar
language unknown
op_collection_id ftucl
op_source J GEOPHYS RES-OCEANS , 116 , Article C08040. (2011)
publishDate 2011
publisher AMER GEOPHYSICAL UNION
record_format openpolar
spelling ftucl:oai:eprints.ucl.ac.uk.OAI2:1323227 2025-01-17T00:43:14+00:00 Modeling Coulombic failure of sea ice with leads Wilchinsky, AV Feltham, DL 2011-08-30 http://discovery.ucl.ac.uk/1323227/ unknown AMER GEOPHYSICAL UNION J GEOPHYS RES-OCEANS , 116 , Article C08040. (2011) ANISOTROPIC MODEL PACK ICE RHEOLOGY DYNAMICS FRACTURE DEFORMATION FRICTION STRESS FAULTS Article 2011 ftucl 2014-12-18T23:18:38Z Sea ice failure under low-confinement compression is modeled with a linear Coulombic criterion that can describe either fractural failure or frictional granular yield along slip lines. To study the effect of anisotropy we consider a simplified anisotropic sea ice model where the sea ice thickness depends on orientation. Accommodation of arbitrary deformation requires failure along at least two intersecting slip lines, which are determined by finding two maxima of the yield criterion. Due to the anisotropy these slip lines generally differ from the standard, Coulombic slip lines that are symmetrically positioned around the compression direction, and therefore different tractions along these slip lines give rise to a nonsymmetric stress tensor. We assume that the skewsymmetric part of this tensor is counterbalanced by an additional elastic stress in the sea ice field that suppresses floe spin. We consider the case of two leads initially formed in an isotropic ice cover under compression, and address the question of whether these leads will remain active or new slip lines will form under a rotation of the principal compression direction. Decoupled and coupled models of leads are considered and it is shown that for this particular case they both predict lead reactivation in almost the same way. The coupled model must, however, be used in determining the stress as the decoupled model does not resolve the stress asymmetry properly when failure occurs in one lead and at a new slip line. Article in Journal/Newspaper Sea ice University College London: UCL Discovery
spellingShingle ANISOTROPIC MODEL
PACK ICE
RHEOLOGY
DYNAMICS
FRACTURE
DEFORMATION
FRICTION
STRESS
FAULTS
Wilchinsky, AV
Feltham, DL
Modeling Coulombic failure of sea ice with leads
title Modeling Coulombic failure of sea ice with leads
title_full Modeling Coulombic failure of sea ice with leads
title_fullStr Modeling Coulombic failure of sea ice with leads
title_full_unstemmed Modeling Coulombic failure of sea ice with leads
title_short Modeling Coulombic failure of sea ice with leads
title_sort modeling coulombic failure of sea ice with leads
topic ANISOTROPIC MODEL
PACK ICE
RHEOLOGY
DYNAMICS
FRACTURE
DEFORMATION
FRICTION
STRESS
FAULTS
topic_facet ANISOTROPIC MODEL
PACK ICE
RHEOLOGY
DYNAMICS
FRACTURE
DEFORMATION
FRICTION
STRESS
FAULTS
url http://discovery.ucl.ac.uk/1323227/