isa Archives - SoilModels

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Defining Abaqus “*Controls” parameters for UMATs

William Fuentes|18.11.2018|0 |

Short guide to define parameters of the command line *CONTROLS from Abaqus when working with User Materials UMATs

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Download package of ISA cyclic hypoplasticity for Abaqus

William Fuentes|27.8.2018|2 |

Download package of ISA cyclic hypoplasticity model. Contains umats and example Abaqus input files. Umats (ISA+sand hypoplasticity) allow to switch between ISA and classical intergranular strain concept.

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Fuentes, W. and Lascarro, C. (2018). On the simulation of the cyclic mobility effect with an ISA-hypoplastic model. China-Europe Conference on Geotechnical Engineering – Vienna, Workshop in Honor of Gudehus’ Birthday [Presentation]

William Fuentes|27.8.2018|0 |

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Fuentes, W. (2018) ISA-hypoplastic model, Abaqus implementation [Presentation]

William Fuentes|26.8.2018|0 |

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Fuentes, W., Triantafyllidis, T. and Lascarro, C. (2017). Evaluating the Performance of an ISA-Hypoplasticity Constitutive Model on Problems with Repetitive Loading. In: Holistic Simulation of Geotechnical Installation Processes, 341-362 [Preprint]

William Fuentes|24.8.2018|0 |

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Fuentes, W., Tafili, M. and Triantafyllidis, T. (2018) An ISA-plasticity-based model for viscous and non-viscous clays. Acta Geotechnica 13(2): 367-386 [Preprint]

William Fuentes|24.8.2018|0 |

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Poblete, M., Fuentes, W. and Triantafyllidis, T. (2016). On the simulation of multidimensional cyclic loading with intergranular strain. Acta Geotechnica 11(6): 1263-1285 [Preprint]

William Fuentes|24.8.2018|0 |

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Fuentes, W. and Triantafyllidis, T. (2015). ISA: A constitutive model for deposited sand. In: Aktuelle Forschung in der Bodenmechanik, 169-187 [Fulltext]

William Fuentes|24.8.2018|0 |

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Niemunis, A. and Herle I. (1997) Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-Frictional Materials 2: 279–299 [Preprint]

Ivo Herle|6.7.2018|0 |

Defining Abaqus “*Controls” parameters for UMATs

Download package of ISA cyclic hypoplasticity for Abaqus

Fuentes, W. and Lascarro, C. (2018). On the simulation of the cyclic mobility effect with an ISA-hypoplastic model. China-Europe Conference on Geotechnical Engineering – Vienna, Workshop in Honor of Gudehus’ Birthday [Presentation]

Fuentes, W. (2018) ISA-hypoplastic model, Abaqus implementation [Presentation]

Fuentes, W., Triantafyllidis, T. and Lascarro, C. (2017). Evaluating the Performance of an ISA-Hypoplasticity Constitutive Model on Problems with Repetitive Loading. In: Holistic Simulation of Geotechnical Installation Processes, 341-362 [Preprint]

Fuentes, W., Tafili, M. and Triantafyllidis, T. (2018) An ISA-plasticity-based model for viscous and non-viscous clays. Acta Geotechnica 13(2): 367-386 [Preprint]

Poblete, M., Fuentes, W. and Triantafyllidis, T. (2016). On the simulation of multidimensional cyclic loading with intergranular strain. Acta Geotechnica 11(6): 1263-1285 [Preprint]

Fuentes, W. and Triantafyllidis, T. (2015). ISA: A constitutive model for deposited sand. In: Aktuelle Forschung in der Bodenmechanik, 169-187 [Fulltext]

Niemunis, A. and Herle I. (1997) Hypoplastic model for cohesionless soils with elastic strain range. Mechanics of Cohesive-Frictional Materials 2: 279–299 [Preprint]

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