Temperature Dependence of Stress-Strain Properties of Freshwater Ice
We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Aksenov, V. I. [verfasserIn] |
|---|
| Format: |
Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2019 |
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| Anmerkung: |
© Springer Science+Business Media, LLC, part of Springer Nature 2019 |
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| Übergeordnetes Werk: |
Enthalten in: Soil mechanics and foundation engineering - Springer US, 1965, 56(2019), 5 vom: Nov., Seite 366-370 |
|---|---|
| Übergeordnetes Werk: |
volume:56 ; year:2019 ; number:5 ; month:11 ; pages:366-370 |
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| DOI / URN: |
10.1007/s11204-019-09616-4 |
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OLC2033457214 |
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| 520 | |a We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. | ||
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| 700 | 1 | |a Iospa, A. V. |4 aut | |
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10.1007/s11204-019-09616-4 doi (DE-627)OLC2033457214 (DE-He213)s11204-019-09616-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Temperature Dependence of Stress-Strain Properties of Freshwater Ice 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2019 We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 56(2019), 5 vom: Nov., Seite 366-370 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:56 year:2019 number:5 month:11 pages:366-370 https://doi.org/10.1007/s11204-019-09616-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 56 2019 5 11 366-370 |
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10.1007/s11204-019-09616-4 doi (DE-627)OLC2033457214 (DE-He213)s11204-019-09616-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Temperature Dependence of Stress-Strain Properties of Freshwater Ice 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2019 We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 56(2019), 5 vom: Nov., Seite 366-370 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:56 year:2019 number:5 month:11 pages:366-370 https://doi.org/10.1007/s11204-019-09616-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 56 2019 5 11 366-370 |
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10.1007/s11204-019-09616-4 doi (DE-627)OLC2033457214 (DE-He213)s11204-019-09616-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Temperature Dependence of Stress-Strain Properties of Freshwater Ice 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2019 We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 56(2019), 5 vom: Nov., Seite 366-370 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:56 year:2019 number:5 month:11 pages:366-370 https://doi.org/10.1007/s11204-019-09616-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 56 2019 5 11 366-370 |
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10.1007/s11204-019-09616-4 doi (DE-627)OLC2033457214 (DE-He213)s11204-019-09616-4-p DE-627 ger DE-627 rakwb eng 690 VZ Aksenov, V. I. verfasserin aut Temperature Dependence of Stress-Strain Properties of Freshwater Ice 2019 Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier © Springer Science+Business Media, LLC, part of Springer Nature 2019 We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. Gevorkyan, S. G. aut Iospa, A. V. aut Enthalten in Soil mechanics and foundation engineering Springer US, 1965 56(2019), 5 vom: Nov., Seite 366-370 (DE-627)129599042 (DE-600)241111-8 (DE-576)015092402 0038-0741 nnns volume:56 year:2019 number:5 month:11 pages:366-370 https://doi.org/10.1007/s11204-019-09616-4 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_OLC SSG-OLC-UMW SSG-OLC-ARC SSG-OLC-TEC SSG-OLC-GEO GBV_ILN_70 AR 56 2019 5 11 366-370 |
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We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. © Springer Science+Business Media, LLC, part of Springer Nature 2019 |
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We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. © Springer Science+Business Media, LLC, part of Springer Nature 2019 |
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We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases. © Springer Science+Business Media, LLC, part of Springer Nature 2019 |
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I.</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Temperature Dependence of Stress-Strain Properties of Freshwater Ice</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">ohne Hilfsmittel zu benutzen</subfield><subfield code="b">n</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Band</subfield><subfield code="b">nc</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© Springer Science+Business Media, LLC, part of Springer Nature 2019</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">We present the results of experimental investigation of the temperature dependences of the stress-strain properties of freshwater ice and pykrete. It is shown that, as the temperature of freshwater ice decreases from −1.0 down to −6.0 °C, the ultimate conditionally instant and long-term strengths of freshwater ice increase according to a linear law, whereas the temperature dependence of the viscosity coefficient is nonlinear. For a fixed temperature, the viscosity coefficient of the natural underground ice increases with its density and strongly decreases as the load increases.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Gevorkyan, S. G.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Iospa, A. V.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Soil mechanics and foundation engineering</subfield><subfield code="d">Springer US, 1965</subfield><subfield code="g">56(2019), 5 vom: Nov., Seite 366-370</subfield><subfield code="w">(DE-627)129599042</subfield><subfield code="w">(DE-600)241111-8</subfield><subfield code="w">(DE-576)015092402</subfield><subfield code="x">0038-0741</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:56</subfield><subfield code="g">year:2019</subfield><subfield code="g">number:5</subfield><subfield code="g">month:11</subfield><subfield code="g">pages:366-370</subfield></datafield><datafield tag="856" ind1="4" ind2="1"><subfield code="u">https://doi.org/10.1007/s11204-019-09616-4</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_OLC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-UMW</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-ARC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-TEC</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-GEO</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">56</subfield><subfield code="j">2019</subfield><subfield code="e">5</subfield><subfield code="c">11</subfield><subfield code="h">366-370</subfield></datafield></record></collection>
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