A general formulation of hypoplasticity
A general formulation of the theory of hypoplasticity is given, under the assumption that Cauchy stress is the only state variable. Such a formulation allows to discuss the relation between the so‐called out‐of‐axis and in‐axis moduli. It is proved that, in general, the out‐of‐axis moduli are indepe...
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| Published in | International journal for numerical and analytical methods in geomechanics Vol. 28; no. 15; pp. 1461 - 1478 |
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| Main Authors | , , , , , |
| Format | Journal Article |
| Language | English |
| Published |
Chichester, UK
John Wiley & Sons, Ltd
25.12.2004
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| Abstract | A general formulation of the theory of hypoplasticity is given, under the assumption that Cauchy stress is the only state variable. Such a formulation allows to discuss the relation between the so‐called out‐of‐axis and in‐axis moduli. It is proved that, in general, the out‐of‐axis moduli are independent from the in‐axis moduli, which allows the former to be calibrated making use of experimental shear band data, as it is done in CLoE‐hypoplasticity. The implicit assumptions made in K‐hypoplasticity are detailed for two particular models of this family. Copyright © 2004 John Wiley & Sons, Ltd. |
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| AbstractList | Abstract
A general formulation of the theory of hypoplasticity is given, under the assumption that Cauchy stress is the only state variable. Such a formulation allows to discuss the relation between the so‐called out‐of‐axis and in‐axis moduli. It is proved that, in general, the out‐of‐axis moduli are independent from the in‐axis moduli, which allows the former to be calibrated making use of experimental shear band data, as it is done in CLoE‐hypoplasticity. The implicit assumptions made in K‐hypoplasticity are detailed for two particular models of this family. Copyright © 2004 John Wiley & Sons, Ltd. A general formulation of the theory of hypoplasticity is given, under the assumption that Cauchy stress is the only state variable. Such a formulation allows to discuss the relation between the so‐called out‐of‐axis and in‐axis moduli. It is proved that, in general, the out‐of‐axis moduli are independent from the in‐axis moduli, which allows the former to be calibrated making use of experimental shear band data, as it is done in CLoE‐hypoplasticity. The implicit assumptions made in K‐hypoplasticity are detailed for two particular models of this family. Copyright © 2004 John Wiley & Sons, Ltd. |
| Author | Viggiani, G. Lanier, J. Desrues, J. Bésuelle, P. Caillerie, D. Chambon, R. |
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| Cites_doi | 10.1016/S0020-7683(02)00177-4 10.1115/1.4011992 10.1007/BF00272242 10.1201/9781482296532 10.1002/nag.297 10.1002/nag.1610180404 10.1007/BF00272241 10.1016/0022-5096(75)90027-7 10.1007/978-3-642-57018-6_5 10.1002/(SICI)1096-9853(19990410)23:4<295::AID-NAG970>3.0.CO;2-R 10.1016/0022-5096(75)90001-0 10.1016/B978-0-444-89970-5.50015-7 10.1002/nag.1610040202 10.1007/BF00788048 10.1016/0167-6636(90)90006-2 10.1002/(SICI)1099-1484(199804)3:2<127::AID-CFM44>3.0.CO;2-1 10.1002/(SICI)1099-1484(199607)1:3<251::AID-CFM13>3.0.CO;2-3 |
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| References | Wang CC. A new representation theorem for isotropic functions ii. Archive for Rational Mechanics and Analysis 1970; 36:198-223. Wang CC. Corrigendum. Archive for Rational Mechanics and Analysis 1971; 36:392-395. Kolymbas D, Herle I. Shear and objective stress rate in hypoplasticity. International Journal for Numerical and Analytical Methods in Geomechanics 2003; 27:733-744. Rudnicki JW, Rice JR. Conditions for the localization of deformation in pressure sensitive dilatant materials. Journal of the Mechanics and Physics of Solids 1975; 23:371-394. Hill R, Hutchinson JW. Bifurcation phenomena in the plane tension test. Journal of the Mechanics and Physics of Solids 1975; 23:239-264. Tamagnini C, Viggiani G. On the incremental non linearity of soils. Part 1: theoretical aspects. Italian Geotechnical Journal 2002; 02:44-61. Kolymbas D. An outline of hypoplasticity. Archive of Applied Mechanics 1991; 61:143-151. Malvern L. Introduction to the Mechanics of a Continuous Medium. Prentice-Hall: London, 1969. Chambon R. Une classe de lois de comportement incrémentalement nonlinéaires pour les sols non visqueux-résolution de quelques problèmes de cohérence. Comptes Rendus De l Academie Des Sciences Paris 1989; 308:1571-1576. Vardoulakis I. Shear band inclination and shear modulus of sand in biaxial tests. International Journal for Numerical and Analytical Methods in Geomechanics 1980; 4:103-119. Chambon R, Desrues J, Charlier R, Hammad W. CLoE, a new rate type constitutive model for geomaterials: theoretical basis and implementation. International Journal for Numerical and Analytical Methods in Geomechanics 1994; 18(4):253-278. Chambon R, Caillerie D, Desrues J, Crochepeyre S. A comparison of incremental behavior of elastoplastic and CLoE models. International Journal for Numerical and Analytical Methods in Geomechanics 1999; 23:295-316. Wang CC. A new representation theorem for isotropic functions i. Archive for Rational Mechanics and Analysis 1970; 36:166-197. Wu W, Kolymbas D. Numerical testing of the stability criterion for hypoplastic constitutive equations. Mechanics of Materials 1990; 9:245-253. Rivlin RS, Ericksen JL. Stress-deformation relations for isotropic material. Journal of Rational Mechanics and Analysis 1955; 4:324-425. Desrues J, Chambon R. Shear band analysis and shear moduli calibration. International Journal of Solids and Structures 2002; 39:3757-3776. von Wolffersdorf P. A hypoplastic relation for granular materials with a predefined limit state surface. Mechanics of Cohesive-Frictional Materials 1996; 1:251-271. Chambon R, Crochepeyre S. Daphnis, a new model for the description of post-localization behaviour: application to sands. Mechanics of Cohesive-Frictional Materials 1998; 3:127-153. Budiansky B. A reassessment of deformation theory of plasticity. Journal of Applied Mechanics 1959; 26:193-199. 2002; 39 1976 1999; 23 1975 1994 1993 1971 1959; 26 1955; 4 1970; 36 1989; 308 1990 2001 2000 2002; 02 1991; 61 1980; 4 1971; 36 1987 1975; 23 2003; 27 1998; 3 1996; 1 1994; 18 1981 1990; 9 1969 1989 Rivlin RS (e_1_2_1_24_2) 1955; 4 Chambon R (e_1_2_1_9_2) 1989; 308 Malvern L (e_1_2_1_23_2) 1969 Budiansky B (e_1_2_1_17_2) 1959; 26 von Wolffersdorf P (e_1_2_1_30_2) 1996; 1 Rice JR (e_1_2_1_19_2) 1976 e_1_2_1_22_2 Kolymbas D (e_1_2_1_31_2) 1987 e_1_2_1_20_2 Chambon R (e_1_2_1_14_2) 1994 e_1_2_1_21_2 e_1_2_1_26_2 e_1_2_1_25_2 e_1_2_1_29_2 Tamagnini C (e_1_2_1_11_2) 2001 Kolymbas D (e_1_2_1_4_2) 1991; 61 Spencer AJM (e_1_2_1_28_2) 1971 Darve F (e_1_2_1_2_2) 1990 Wu W (e_1_2_1_5_2) 2000 Wang CC (e_1_2_1_27_2) 1971; 36 e_1_2_1_6_2 e_1_2_1_7_2 e_1_2_1_12_2 e_1_2_1_32_2 e_1_2_1_10_2 e_1_2_1_15_2 e_1_2_1_16_2 e_1_2_1_13_2 e_1_2_1_8_2 Tamagnini C (e_1_2_1_3_2) 2002; 02 e_1_2_1_18_2 |
| References_xml | – start-page: 213 year: 1993 end-page: 223 – volume: 36 start-page: 198 year: 1970 end-page: 223 article-title: A new representation theorem for isotropic functions ii publication-title: Archive for Rational Mechanics and Analysis – year: 1981 – volume: 27 start-page: 733 year: 2003 end-page: 744 article-title: Shear and objective stress rate in hypoplasticity publication-title: International Journal for Numerical and Analytical Methods in Geomechanics – year: 1989 – volume: 36 start-page: 392 year: 1971 end-page: 395 article-title: Corrigendum publication-title: Archive for Rational Mechanics and Analysis – year: 1975 – year: 1971 – volume: 308 start-page: 1571 year: 1989 end-page: 1576 article-title: Une classe de lois de comportement incrémentalement nonlinéaires pour les sols non visqueux—résolution de quelques problèmes de cohérence publication-title: Comptes Rendus De l Academie Des Sciences Paris – volume: 9 start-page: 245 year: 1990 end-page: 253 article-title: Numerical testing of the stability criterion for hypoplastic constitutive equations publication-title: Mechanics of Materials – start-page: 107 year: 2000 end-page: 145 – start-page: 207 year: 1976 end-page: 220 – volume: 4 start-page: 103 year: 1980 end-page: 119 article-title: Shear band inclination and shear modulus of sand in biaxial tests publication-title: International Journal for Numerical and Analytical Methods in Geomechanics – volume: 23 start-page: 239 year: 1975 end-page: 264 article-title: Bifurcation phenomena in the plane tension test publication-title: Journal of the Mechanics and Physics of Solids – volume: 18 start-page: 253 issue: 4 year: 1994 end-page: 278 article-title: CLoE, a new rate type constitutive model for geomaterials: theoretical basis and implementation publication-title: International Journal for Numerical and Analytical Methods in Geomechanics – start-page: 319 year: 1987 end-page: 326 – volume: 36 start-page: 166 year: 1970 end-page: 197 article-title: A new representation theorem for isotropic functions i publication-title: Archive for Rational Mechanics and Analysis – volume: 3 start-page: 127 year: 1998 end-page: 153 article-title: Daphnis, a new model for the description of post‐localization behaviour: application to sands publication-title: Mechanics of Cohesive‐Frictional Materials – volume: 02 start-page: 44 year: 2002 end-page: 61 article-title: On the incremental non linearity of soils. Part 1: theoretical aspects publication-title: Italian Geotechnical Journal – volume: 39 start-page: 3757 year: 2002 end-page: 3776 article-title: Shear band analysis and shear moduli calibration publication-title: International Journal of Solids and Structures – volume: 4 start-page: 324 year: 1955 end-page: 425 article-title: Stress‐deformation relations for isotropic material publication-title: Journal of Rational Mechanics and Analysis – year: 1969 – volume: 23 start-page: 371 year: 1975 end-page: 394 article-title: Conditions for the localization of deformation in pressure sensitive dilatant materials publication-title: Journal of the Mechanics and Physics of Solids – volume: 61 start-page: 143 year: 1991 end-page: 151 article-title: An outline of hypoplasticity publication-title: Archive of Applied Mechanics – start-page: 101 year: 1994 end-page: 112 – volume: 26 start-page: 193 year: 1959 end-page: 199 article-title: A reassessment of deformation theory of plasticity publication-title: Journal of Applied Mechanics – start-page: 56 year: 2000 end-page: 105 – start-page: 85 year: 2001 end-page: 93 – volume: 1 start-page: 251 year: 1996 end-page: 271 article-title: A hypoplastic relation for granular materials with a predefined limit state surface publication-title: Mechanics of Cohesive‐Frictional Materials – start-page: 123 year: 1990 end-page: 148 – volume: 23 start-page: 295 year: 1999 end-page: 316 article-title: A comparison of incremental behavior of elastoplastic and CLoE models publication-title: International Journal for Numerical and Analytical Methods in Geomechanics – volume: 36 start-page: 392 year: 1971 ident: e_1_2_1_27_2 article-title: Corrigendum publication-title: Archive for Rational Mechanics and Analysis contributor: fullname: Wang CC – ident: e_1_2_1_15_2 doi: 10.1016/S0020-7683(02)00177-4 – volume: 26 start-page: 193 year: 1959 ident: e_1_2_1_17_2 article-title: A reassessment of deformation theory of plasticity publication-title: Journal of Applied Mechanics doi: 10.1115/1.4011992 contributor: fullname: Budiansky B – start-page: 85 volume-title: Bifurcation and Localization Theory in Geomechanics, International Workshop year: 2001 ident: e_1_2_1_11_2 contributor: fullname: Tamagnini C – start-page: 56 volume-title: Constitutive Modelling of Granular Materials year: 2000 ident: e_1_2_1_5_2 contributor: fullname: Wu W – ident: e_1_2_1_8_2 – volume: 4 start-page: 324 year: 1955 ident: e_1_2_1_24_2 article-title: Stress‐deformation relations for isotropic material publication-title: Journal of Rational Mechanics and Analysis contributor: fullname: Rivlin RS – volume-title: Continuum Physics year: 1971 ident: e_1_2_1_28_2 contributor: fullname: Spencer AJM – ident: e_1_2_1_26_2 doi: 10.1007/BF00272242 – start-page: 123 volume-title: Geomaterials Constitutive Equations and Modelling year: 1990 ident: e_1_2_1_2_2 doi: 10.1201/9781482296532 contributor: fullname: Darve F – ident: e_1_2_1_22_2 doi: 10.1002/nag.297 – volume: 308 start-page: 1571 year: 1989 ident: e_1_2_1_9_2 article-title: Une classe de lois de comportement incrémentalement nonlinéaires pour les sols non visqueux—résolution de quelques problèmes de cohérence publication-title: Comptes Rendus De l Academie Des Sciences Paris contributor: fullname: Chambon R – ident: e_1_2_1_10_2 doi: 10.1002/nag.1610180404 – ident: e_1_2_1_25_2 doi: 10.1007/BF00272241 – start-page: 319 volume-title: Constitutive Laws for Engineering Materials year: 1987 ident: e_1_2_1_31_2 contributor: fullname: Kolymbas D – ident: e_1_2_1_20_2 doi: 10.1016/0022-5096(75)90027-7 – volume: 02 start-page: 44 year: 2002 ident: e_1_2_1_3_2 article-title: On the incremental non linearity of soils. Part 1: theoretical aspects publication-title: Italian Geotechnical Journal contributor: fullname: Tamagnini C – ident: e_1_2_1_6_2 doi: 10.1007/978-3-642-57018-6_5 – ident: e_1_2_1_13_2 doi: 10.1002/(SICI)1096-9853(19990410)23:4<295::AID-NAG970>3.0.CO;2-R – ident: e_1_2_1_18_2 doi: 10.1016/0022-5096(75)90001-0 – ident: e_1_2_1_7_2 doi: 10.1016/B978-0-444-89970-5.50015-7 – ident: e_1_2_1_21_2 doi: 10.1002/nag.1610040202 – start-page: 101 volume-title: Localisation and Bifurcation Theory for Soils and Rocks, International Workshop year: 1994 ident: e_1_2_1_14_2 contributor: fullname: Chambon R – ident: e_1_2_1_16_2 – volume: 61 start-page: 143 year: 1991 ident: e_1_2_1_4_2 article-title: An outline of hypoplasticity publication-title: Archive of Applied Mechanics doi: 10.1007/BF00788048 contributor: fullname: Kolymbas D – volume-title: Introduction to the Mechanics of a Continuous Medium year: 1969 ident: e_1_2_1_23_2 contributor: fullname: Malvern L – start-page: 207 volume-title: Theoretical and Applied Mechanics year: 1976 ident: e_1_2_1_19_2 contributor: fullname: Rice JR – ident: e_1_2_1_32_2 doi: 10.1016/0167-6636(90)90006-2 – ident: e_1_2_1_29_2 – ident: e_1_2_1_12_2 doi: 10.1002/(SICI)1099-1484(199804)3:2<127::AID-CFM44>3.0.CO;2-1 – volume: 1 start-page: 251 year: 1996 ident: e_1_2_1_30_2 article-title: A hypoplastic relation for granular materials with a predefined limit state surface publication-title: Mechanics of Cohesive‐Frictional Materials doi: 10.1002/(SICI)1099-1484(199607)1:3<251::AID-CFM13>3.0.CO;2-3 contributor: fullname: von Wolffersdorf P |
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