Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core

The critical fracture toughness is a material parameter describing the resistance of a cracked body to further crack extension. It is an important parameter for simulating and predicting the breakup behavior of ice shelves from the calving of single icebergs to the disintegration of entire ice shelv...

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Published in:Earth System Science Data
Main Authors: J. Christmann, R. Müller, K. G. Webber, D. Isaia, F. H. Schader, S. Kipfstuhl, J. Freitag, A. Humbert
Format: Article in Journal/Newspaper
Language:English
Published: Copernicus Publications 2015
Subjects:
Online Access:https://doi.org/10.5194/essd-7-87-2015
https://doaj.org/article/20889c2ab8be4d9291803ea84ffff1d4
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spelling ftdoajarticles:oai:doaj.org/article:20889c2ab8be4d9291803ea84ffff1d4 2023-05-15T13:53:13+02:00 Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core J. Christmann R. Müller K. G. Webber D. Isaia F. H. Schader S. Kipfstuhl J. Freitag A. Humbert 2015-05-01T00:00:00Z https://doi.org/10.5194/essd-7-87-2015 https://doaj.org/article/20889c2ab8be4d9291803ea84ffff1d4 EN eng Copernicus Publications http://www.earth-syst-sci-data.net/7/87/2015/essd-7-87-2015.pdf https://doaj.org/toc/1866-3508 https://doaj.org/toc/1866-3516 1866-3508 1866-3516 doi:10.5194/essd-7-87-2015 https://doaj.org/article/20889c2ab8be4d9291803ea84ffff1d4 Earth System Science Data, Vol 7, Iss 1, Pp 87-92 (2015) Environmental sciences GE1-350 Geology QE1-996.5 article 2015 ftdoajarticles https://doi.org/10.5194/essd-7-87-2015 2022-12-30T23:16:05Z The critical fracture toughness is a material parameter describing the resistance of a cracked body to further crack extension. It is an important parameter for simulating and predicting the breakup behavior of ice shelves from the calving of single icebergs to the disintegration of entire ice shelves over a wide range of length scales. The fracture toughness values are calculated with equations that are derived from an elastic stress analysis. Additionally, an X-ray computer tomography (CT scanner) was used to identify the density as a function of depth. The critical fracture toughness of 91 Antarctic bubbly ice samples with densities between 840 and 870 kg m −3 has been determined by applying a four-point bending technique on single-edge v-notched beam samples. The examined ice core was drilled 70 m north of Kohnen Station, Dronnning Maud Land (75°00' S, 00°04' E; 2882 m). Supplementary data are available at doi:10.1594/PANGAEA.835321 . Article in Journal/Newspaper Antarc* Antarctic ice core Ice Shelves Iceberg* Directory of Open Access Journals: DOAJ Articles Antarctic Kohnen ENVELOPE(0.000,0.000,-75.000,-75.000) Kohnen Station ENVELOPE(0.000,0.000,-75.000,-75.000) Earth System Science Data 7 1 87 92
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
topic Environmental sciences
GE1-350
Geology
QE1-996.5
spellingShingle Environmental sciences
GE1-350
Geology
QE1-996.5
J. Christmann
R. Müller
K. G. Webber
D. Isaia
F. H. Schader
S. Kipfstuhl
J. Freitag
A. Humbert
Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core
topic_facet Environmental sciences
GE1-350
Geology
QE1-996.5
description The critical fracture toughness is a material parameter describing the resistance of a cracked body to further crack extension. It is an important parameter for simulating and predicting the breakup behavior of ice shelves from the calving of single icebergs to the disintegration of entire ice shelves over a wide range of length scales. The fracture toughness values are calculated with equations that are derived from an elastic stress analysis. Additionally, an X-ray computer tomography (CT scanner) was used to identify the density as a function of depth. The critical fracture toughness of 91 Antarctic bubbly ice samples with densities between 840 and 870 kg m −3 has been determined by applying a four-point bending technique on single-edge v-notched beam samples. The examined ice core was drilled 70 m north of Kohnen Station, Dronnning Maud Land (75°00' S, 00°04' E; 2882 m). Supplementary data are available at doi:10.1594/PANGAEA.835321 .
format Article in Journal/Newspaper
author J. Christmann
R. Müller
K. G. Webber
D. Isaia
F. H. Schader
S. Kipfstuhl
J. Freitag
A. Humbert
author_facet J. Christmann
R. Müller
K. G. Webber
D. Isaia
F. H. Schader
S. Kipfstuhl
J. Freitag
A. Humbert
author_sort J. Christmann
title Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core
title_short Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core
title_full Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core
title_fullStr Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core
title_full_unstemmed Measurement of the fracture toughness of polycrystalline bubbly ice from an Antarctic ice core
title_sort measurement of the fracture toughness of polycrystalline bubbly ice from an antarctic ice core
publisher Copernicus Publications
publishDate 2015
url https://doi.org/10.5194/essd-7-87-2015
https://doaj.org/article/20889c2ab8be4d9291803ea84ffff1d4
long_lat ENVELOPE(0.000,0.000,-75.000,-75.000)
ENVELOPE(0.000,0.000,-75.000,-75.000)
geographic Antarctic
Kohnen
Kohnen Station
geographic_facet Antarctic
Kohnen
Kohnen Station
genre Antarc*
Antarctic
ice core
Ice Shelves
Iceberg*
genre_facet Antarc*
Antarctic
ice core
Ice Shelves
Iceberg*
op_source Earth System Science Data, Vol 7, Iss 1, Pp 87-92 (2015)
op_relation http://www.earth-syst-sci-data.net/7/87/2015/essd-7-87-2015.pdf
https://doaj.org/toc/1866-3508
https://doaj.org/toc/1866-3516
1866-3508
1866-3516
doi:10.5194/essd-7-87-2015
https://doaj.org/article/20889c2ab8be4d9291803ea84ffff1d4
op_doi https://doi.org/10.5194/essd-7-87-2015
container_title Earth System Science Data
container_volume 7
container_issue 1
container_start_page 87
op_container_end_page 92
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