Implementation algorithm for a single hardening constitutive model for frictional materials
An advanced elasto‐plastic constitutive model for frictional materials, whose incremental version is presented in a companion paper (Int. J. Numer. Anal. Meth. Geomech., 2002; 26:647), is implemented in a user‐defined material module. The general calculation strategy inside this module is presented...
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| Veröffentlicht in: | International journal for numerical and analytical methods in geomechanics 2002-06, Vol.26 (7), p.661-681 |
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| container_title | International journal for numerical and analytical methods in geomechanics |
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| creator | Jakobsen, K. P. Lade, P. V. |
| description | An advanced elasto‐plastic constitutive model for frictional materials, whose incremental version is presented in a companion paper (Int. J. Numer. Anal. Meth. Geomech., 2002; 26:647), is implemented in a user‐defined material module. The general calculation strategy inside this module is presented and discussed, including the initial intersection of the yield surface and the techniques for updating of stresses and hardening modulus. Several integration schemes are implemented in the module and their capabilities in relation to the advanced, three‐dimensional constitutive model are evaluated. The forward Euler, modified Euler, and Runge–Kutta–Dormand–Prince integration schemes are explained in detail, compared, and evaluated in view of error tolerances and computational efficiency. Copyright © 2002 John Wiley & Sons, Ltd. |
| doi_str_mv | 10.1002/nag.217 |
| format | Article |
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Copyright © 2002 John Wiley & Sons, Ltd.</description><identifier>ISSN: 0363-9061</identifier><identifier>EISSN: 1096-9853</identifier><identifier>DOI: 10.1002/nag.217</identifier><identifier>CODEN: IJNGDZ</identifier><language>eng</language><publisher>Chichester, UK: John Wiley & Sons, Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Computation methods. Tables. Charts ; elasto-plastic constitutive model ; Exact sciences and technology ; frictional materials ; implementation algorithm ; non-associated flow ; Strength of materials (elasticity, plasticity, buckling, etc.) ; Structural analysis. 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P.</creatorcontrib><creatorcontrib>Lade, P. V.</creatorcontrib><title>Implementation algorithm for a single hardening constitutive model for frictional materials</title><title>International journal for numerical and analytical methods in geomechanics</title><addtitle>Int. J. Numer. Anal. Meth. Geomech</addtitle><description>An advanced elasto‐plastic constitutive model for frictional materials, whose incremental version is presented in a companion paper (Int. J. Numer. Anal. Meth. Geomech., 2002; 26:647), is implemented in a user‐defined material module. The general calculation strategy inside this module is presented and discussed, including the initial intersection of the yield surface and the techniques for updating of stresses and hardening modulus. Several integration schemes are implemented in the module and their capabilities in relation to the advanced, three‐dimensional constitutive model are evaluated. The forward Euler, modified Euler, and Runge–Kutta–Dormand–Prince integration schemes are explained in detail, compared, and evaluated in view of error tolerances and computational efficiency. Copyright © 2002 John Wiley & Sons, Ltd.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>elasto-plastic constitutive model</subject><subject>Exact sciences and technology</subject><subject>frictional materials</subject><subject>implementation algorithm</subject><subject>non-associated flow</subject><subject>Strength of materials (elasticity, plasticity, buckling, etc.)</subject><subject>Structural analysis. 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| ispartof | International journal for numerical and analytical methods in geomechanics, 2002-06, Vol.26 (7), p.661-681 |
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| source | Wiley Online Library Journals Frontfile Complete |
| subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts elasto-plastic constitutive model Exact sciences and technology frictional materials implementation algorithm non-associated flow Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses yield surface |
| title | Implementation algorithm for a single hardening constitutive model for frictional materials |
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