AustralieFrV1, PascalFrancis, Curation, bibRecord, 005096

A limit analysis approach to derive a thermodynamic damage potential for non-linear geomaterials

Identifieur interne : 005096 ( PascalFrancis/Curation ); précédent : 005095; suivant : 005097

A limit analysis approach to derive a thermodynamic damage potential for non-linear geomaterials

Auteurs : A. Karrech [Australie] ; T. Poulet [Australie] ; K. Regenauer-Lieb [Australie]

Source :

Philosophical magazine : (2003. Print) [ 1478-6435 ] ; 2012.

RBID : Pascal:13-0023278

Descripteurs français

Pascal (Inist)
- Fonction thermodynamique, Endommagement, Effet non linéaire, Modèle mathématique, Continuum, Matériau non linéaire, Processus irréversible, Cisaillement, Traitement thermique, Fluage, Rhéologie, Dépendance temps, Dépendance température, Teneur eau, Humidité, Analyse thermomécanique, Localisation, Haute température, 6220F, 6220Q, 6540G.

English descriptors

KwdEn :
- Continuum, Creep, Damage, Heat treatments, High temperature, Humidity, Irreversible processes, Localization, Mathematical models, Moisture, Non linear effect, Non linear material, Rheology, Shear, Temperature dependence, Thermodynamic function, Thermomechanical analysis, Time dependence.

Abstract

This paper introduces a mathematical model which describes the continuum damage of non-linear geo-materials. The model accounts for full thermo-mechanical coupling as well as irreversible failure and its effect on shear heating. It involves multi-mechanisms creep to describe the material rheology depending on time, temperature, pressure and water content. This coupled thermo-mechanical model combined with the upper bound theory is used to formulate a potential capable of predicting the damage evolution. The model is implemented and applied to a cross-sectional geological layer subjected to extension. It reveals that damage accelerates the creation of faults and accentuates the localization of shear zones, thereby competing with the increase in material rigidity due to rate dependency, especially at high temperature.

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A03		`1`		`@0 Philos. mag. : (2003, Print)`
A05				`@2 92`
A06				`@2 28-30`
A08	`01`	`1`	`ENG`	`@1 A limit analysis approach to derive a thermodynamic damage potential for non-linear geomaterials`
A09	`01`	`1`	`ENG`	`@1 Instabilities Across the Scales III`
A11	`01`	`1`		`@1 KARRECH (A.)`
A11	`02`	`1`		`@1 POULET (T.)`
A11	`03`	`1`		`@1 REGENAUER-LIEB (K.)`
A12	`01`	`1`		`@1 MÜLHAUS (Hans-Bernd) @9 ed.`
A12	`02`	`1`		`@1 BUSSO (Esteban P.) @9 ed.`
A12	`03`	`1`		`@1 SUIKER (Akke S. J.) @9 ed.`
A12	`04`	`1`		`@1 SLUYS (Lambertus J.) @9 ed.`
A14	`01`			`@1 CSIRO Earth Science and Resource Engineering, 26 Dick Perry Av. @2 Kensington, Perth, WA 6151 @3 AUS @Z 1 aut. @Z 2 aut. @Z 3 aut.`
A14	`02`			`@1 School of Earth and Environment, University of Western Australia, 35 Stirling Hwy @2 Crawley 6009 @3 AUS @Z 1 aut. @Z 3 aut.`
A14	`03`			`@1 Western Australian Centre of Excellence, 35 Stirling Hwy @2 Crawley 6009 @3 AUS @Z 2 aut. @Z 3 aut.`
A15	`01`			`@1 Earth Systems Science Computational Centre (ESSCC), School of Earth Science, The University of Queensland @2 Brisbane, 4072 @3 AUS @Z 1 aut.`
A15	`02`			`@1 Centre des Matériaux, Ecole des Mines de Paris, UMR CNRS 7633, B.P. 87 @2 91003 Evry @3 FRA @Z 2 aut.`
A15	`03`			`@1 Department of the Built Environment, Eindhoven University of Technology, P.O. Box 513 @2 5600 MB Eindhoven @3 NLD @Z 3 aut.`
A15	`04`			`@1 Faculty of Civil Engineering and Geosciences, Delft University of Technology, P.O. Box 5048 @2 2600 GA Delft @3 NLD @Z 4 aut.`
A20				`@1 3439-3450`
A21				`@1 2012`
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A44				`@0 0000 @1 © 2013 INIST-CNRS. All rights reserved.`
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C01	`01`		`ENG`	@0 This paper introduces a mathematical model which describes the continuum damage of non-linear geo-materials. The model accounts for full thermo-mechanical coupling as well as irreversible failure and its effect on shear heating. It involves multi-mechanisms creep to describe the material rheology depending on time, temperature, pressure and water content. This coupled thermo-mechanical model combined with the upper bound theory is used to formulate a potential capable of predicting the damage evolution. The model is implemented and applied to a cross-sectional geological layer subjected to extension. It reveals that damage accelerates the creation of faults and accentuates the localization of shear zones, thereby competing with the increase in material rigidity due to rate dependency, especially at high temperature.
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C02	`03`	`3`		`@0 001B60B20Q`
C03	`01`	`X`	`FRE`	`@0 Fonction thermodynamique @5 01`
C03	`01`	`X`	`ENG`	`@0 Thermodynamic function @5 01`
C03	`01`	`X`	`SPA`	`@0 Función termodinámica @5 01`
C03	`02`	`3`	`FRE`	`@0 Endommagement @5 02`
C03	`02`	`3`	`ENG`	`@0 Damage @5 02`
C03	`03`	`X`	`FRE`	`@0 Effet non linéaire @5 03`
C03	`03`	`X`	`ENG`	`@0 Non linear effect @5 03`
C03	`03`	`X`	`SPA`	`@0 Efecto no lineal @5 03`
C03	`04`	`3`	`FRE`	`@0 Modèle mathématique @5 04`
C03	`04`	`3`	`ENG`	`@0 Mathematical models @5 04`
C03	`05`	`X`	`FRE`	`@0 Continuum @5 05`
C03	`05`	`X`	`ENG`	`@0 Continuum @5 05`
C03	`05`	`X`	`SPA`	`@0 Continuo @5 05`
C03	`06`	`X`	`FRE`	`@0 Matériau non linéaire @5 06`
C03	`06`	`X`	`ENG`	`@0 Non linear material @5 06`
C03	`06`	`X`	`SPA`	`@0 Material no lineal @5 06`
C03	`07`	`3`	`FRE`	`@0 Processus irréversible @5 07`
C03	`07`	`3`	`ENG`	`@0 Irreversible processes @5 07`
C03	`08`	`3`	`FRE`	`@0 Cisaillement @5 08`
C03	`08`	`3`	`ENG`	`@0 Shear @5 08`
C03	`09`	`3`	`FRE`	`@0 Traitement thermique @5 09`
C03	`09`	`3`	`ENG`	`@0 Heat treatments @5 09`
C03	`10`	`3`	`FRE`	`@0 Fluage @5 10`
C03	`10`	`3`	`ENG`	`@0 Creep @5 10`
C03	`11`	`3`	`FRE`	`@0 Rhéologie @5 11`
C03	`11`	`3`	`ENG`	`@0 Rheology @5 11`
C03	`12`	`3`	`FRE`	`@0 Dépendance temps @5 12`
C03	`12`	`3`	`ENG`	`@0 Time dependence @5 12`
C03	`13`	`3`	`FRE`	`@0 Dépendance température @5 13`
C03	`13`	`3`	`ENG`	`@0 Temperature dependence @5 13`
C03	`14`	`3`	`FRE`	`@0 Teneur eau @5 14`
C03	`14`	`3`	`ENG`	`@0 Moisture @5 14`
C03	`15`	`3`	`FRE`	`@0 Humidité @5 29`
C03	`15`	`3`	`ENG`	`@0 Humidity @5 29`
C03	`16`	`X`	`FRE`	`@0 Analyse thermomécanique @5 30`
C03	`16`	`X`	`ENG`	`@0 Thermomechanical analysis @5 30`
C03	`16`	`X`	`SPA`	`@0 Análisis termomecánico @5 30`
C03	`17`	`X`	`FRE`	`@0 Localisation @5 31`
C03	`17`	`X`	`ENG`	`@0 Localization @5 31`
C03	`17`	`X`	`SPA`	`@0 Localización @5 31`
C03	`18`	`X`	`FRE`	`@0 Haute température @5 32`
C03	`18`	`X`	`ENG`	`@0 High temperature @5 32`
C03	`18`	`X`	`SPA`	`@0 Alta temperatura @5 32`
C03	`19`	`3`	`FRE`	`@0 6220F @4 INC @5 66`
C03	`20`	`3`	`FRE`	`@0 6220Q @4 INC @5 67`
C03	`21`	`3`	`FRE`	`@0 6540G @4 INC @5 71`
N21				`@1 014`

A30	`01`	`1`	`ENG`	`@1 International Symposium on Instabilities Across the Scales III @3 Cairns AUS @4 2011-06-06`

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Le document en format XML

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<front><div type="abstract" xml:lang="en">This paper introduces a mathematical model which describes the continuum damage of non-linear geo-materials. The model accounts for full thermo-mechanical coupling as well as irreversible failure and its effect on shear heating. It involves multi-mechanisms creep to describe the material rheology depending on time, temperature, pressure and water content. This coupled thermo-mechanical model combined with the upper bound theory is used to formulate a potential capable of predicting the damage evolution. The model is implemented and applied to a cross-sectional geological layer subjected to extension. It reveals that damage accelerates the creation of faults and accentuates the localization of shear zones, thereby competing with the increase in material rigidity due to rate dependency, especially at high temperature.</div>
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<fA15 i1="04"><s1>Faculty of Civil Engineering and Geosciences, Delft University of Technology, P.O. Box 5048</s1>
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<fC01 i1="01" l="ENG"><s0>This paper introduces a mathematical model which describes the continuum damage of non-linear geo-materials. The model accounts for full thermo-mechanical coupling as well as irreversible failure and its effect on shear heating. It involves multi-mechanisms creep to describe the material rheology depending on time, temperature, pressure and water content. This coupled thermo-mechanical model combined with the upper bound theory is used to formulate a potential capable of predicting the damage evolution. The model is implemented and applied to a cross-sectional geological layer subjected to extension. It reveals that damage accelerates the creation of faults and accentuates the localization of shear zones, thereby competing with the increase in material rigidity due to rate dependency, especially at high temperature.</s0>
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<fC02 i1="02" i2="3"><s0>001B60B20F</s0>
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<fC02 i1="03" i2="3"><s0>001B60B20Q</s0>
</fC02>
<fC03 i1="01" i2="X" l="FRE"><s0>Fonction thermodynamique</s0>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="X" l="ENG"><s0>Thermodynamic function</s0>
<s5>01</s5>
</fC03>
<fC03 i1="01" i2="X" l="SPA"><s0>Función termodinámica</s0>
<s5>01</s5>
</fC03>
<fC03 i1="02" i2="3" l="FRE"><s0>Endommagement</s0>
<s5>02</s5>
</fC03>
<fC03 i1="02" i2="3" l="ENG"><s0>Damage</s0>
<s5>02</s5>
</fC03>
<fC03 i1="03" i2="X" l="FRE"><s0>Effet non linéaire</s0>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="X" l="ENG"><s0>Non linear effect</s0>
<s5>03</s5>
</fC03>
<fC03 i1="03" i2="X" l="SPA"><s0>Efecto no lineal</s0>
<s5>03</s5>
</fC03>
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<s5>04</s5>
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<s5>04</s5>
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<s5>05</s5>
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<fC03 i1="05" i2="X" l="ENG"><s0>Continuum</s0>
<s5>05</s5>
</fC03>
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<s5>05</s5>
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<fC03 i1="06" i2="X" l="FRE"><s0>Matériau non linéaire</s0>
<s5>06</s5>
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<s5>06</s5>
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<fC03 i1="06" i2="X" l="SPA"><s0>Material no lineal</s0>
<s5>06</s5>
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<fC03 i1="07" i2="3" l="FRE"><s0>Processus irréversible</s0>
<s5>07</s5>
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<fC03 i1="07" i2="3" l="ENG"><s0>Irreversible processes</s0>
<s5>07</s5>
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<fC03 i1="08" i2="3" l="FRE"><s0>Cisaillement</s0>
<s5>08</s5>
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<fC03 i1="08" i2="3" l="ENG"><s0>Shear</s0>
<s5>08</s5>
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<fC03 i1="09" i2="3" l="FRE"><s0>Traitement thermique</s0>
<s5>09</s5>
</fC03>
<fC03 i1="09" i2="3" l="ENG"><s0>Heat treatments</s0>
<s5>09</s5>
</fC03>
<fC03 i1="10" i2="3" l="FRE"><s0>Fluage</s0>
<s5>10</s5>
</fC03>
<fC03 i1="10" i2="3" l="ENG"><s0>Creep</s0>
<s5>10</s5>
</fC03>
<fC03 i1="11" i2="3" l="FRE"><s0>Rhéologie</s0>
<s5>11</s5>
</fC03>
<fC03 i1="11" i2="3" l="ENG"><s0>Rheology</s0>
<s5>11</s5>
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<fC03 i1="12" i2="3" l="FRE"><s0>Dépendance temps</s0>
<s5>12</s5>
</fC03>
<fC03 i1="12" i2="3" l="ENG"><s0>Time dependence</s0>
<s5>12</s5>
</fC03>
<fC03 i1="13" i2="3" l="FRE"><s0>Dépendance température</s0>
<s5>13</s5>
</fC03>
<fC03 i1="13" i2="3" l="ENG"><s0>Temperature dependence</s0>
<s5>13</s5>
</fC03>
<fC03 i1="14" i2="3" l="FRE"><s0>Teneur eau</s0>
<s5>14</s5>
</fC03>
<fC03 i1="14" i2="3" l="ENG"><s0>Moisture</s0>
<s5>14</s5>
</fC03>
<fC03 i1="15" i2="3" l="FRE"><s0>Humidité</s0>
<s5>29</s5>
</fC03>
<fC03 i1="15" i2="3" l="ENG"><s0>Humidity</s0>
<s5>29</s5>
</fC03>
<fC03 i1="16" i2="X" l="FRE"><s0>Analyse thermomécanique</s0>
<s5>30</s5>
</fC03>
<fC03 i1="16" i2="X" l="ENG"><s0>Thermomechanical analysis</s0>
<s5>30</s5>
</fC03>
<fC03 i1="16" i2="X" l="SPA"><s0>Análisis termomecánico</s0>
<s5>30</s5>
</fC03>
<fC03 i1="17" i2="X" l="FRE"><s0>Localisation</s0>
<s5>31</s5>
</fC03>
<fC03 i1="17" i2="X" l="ENG"><s0>Localization</s0>
<s5>31</s5>
</fC03>
<fC03 i1="17" i2="X" l="SPA"><s0>Localización</s0>
<s5>31</s5>
</fC03>
<fC03 i1="18" i2="X" l="FRE"><s0>Haute température</s0>
<s5>32</s5>
</fC03>
<fC03 i1="18" i2="X" l="ENG"><s0>High temperature</s0>
<s5>32</s5>
</fC03>
<fC03 i1="18" i2="X" l="SPA"><s0>Alta temperatura</s0>
<s5>32</s5>
</fC03>
<fC03 i1="19" i2="3" l="FRE"><s0>6220F</s0>
<s4>INC</s4>
<s5>66</s5>
</fC03>
<fC03 i1="20" i2="3" l="FRE"><s0>6220Q</s0>
<s4>INC</s4>
<s5>67</s5>
</fC03>
<fC03 i1="21" i2="3" l="FRE"><s0>6540G</s0>
<s4>INC</s4>
<s5>71</s5>
</fC03>
<fN21><s1>014</s1>
</fN21>
</pA>
<pR><fA30 i1="01" i2="1" l="ENG"><s1>International Symposium on Instabilities Across the Scales III</s1>
<s3>Cairns AUS</s3>
<s4>2011-06-06</s4>
</fA30>
</pR>
</standard>
</inist>
</record>

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A limit analysis approach to derive a thermodynamic damage potential for non-linear geomaterials

A limit analysis approach to derive a thermodynamic damage potential for non-linear geomaterials

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